Jeofizik ve Geoteknik Amal MS Excel(c) Tabanl Bilgisayar Program

AnasayfaSon Gncelleme:3/3/13

Aklamalar Okumadan Programlar altrma !Program altrmak iin Yazy Tklaynz !

Anasayfa1012851515105

Jeofizik Zemin Kesiti

Giri

ZeminnaatDepremBalangca Dnmek iin (B) Tklaynz !

Giri1012851515105

Jeofizik Zemin Kesiti

Veri Hazrlama

Dr. Ferhat zep

Parametreler

Dr. Ferhat zep

Zeminzellik

Dr. Ferhat zep

SgveDerinSI TEMELLERDERN TEMELLER

Dr. Ferhat zepSI TEMELLERDERN TEMELLER

DerinTemelKazk Temellerin Tama GcKazk Temellerin Tama GcGranler Zeminler iinKil Zeminler iin (akma Derinlii 5 D ise)Kazk VerileriKazk VerileriDKazk ap0.65mDKazk ap0.65mLKazk Boyu20.00mLKazk Boyu20.00mZemin VerileriZemin Verilerifsel Srtnme As (Derece)0cuKohezyon5ton/m2cuKohezyon5.00ton/m20.0NcKatsay9Zemin ( g )Birim Hacim Arl1.85ton/m3aAdhezyon Katsays0.9NqKatsaylar1.0fsiSrtnme Direnci4.54.50ton/m2NcKatsaylar9.0NgKatsaylar0.0ApKazk Ucu Alan0.33m2AsKazk evre Yzeyi40.82m2ApKazk Ucu Alan0.33m2AsKazk evre Yzeyi40.82m2QpKazn U Direnci14.92tonaAdhezyon Katsays0.9QsKazn Yzey Srtnme Direnci183.69tonfsiSrtnme Direnci4.54.50ton/m2QvKazn Tayabilecei Toplam Yk198.61tonQpKazk U Direnci14.92tonGKGvenlik Katsays2.5QsKazk evre/Yzey Direnci183.69tonQvgKazn Gvenli Tayabilecei Yk79.45tonQvKazn Tayabilecei Toplam Yk198.61tonQBKazk Says bana Bina / naat Yk75tonGKGvenlik Katsays2.5Gvenli TarQvgKazn Gvenli Tayabilecei Yk79.45tonQBKazk Says bana Bina - naat Yk75tonGvenli TarParametre KestirimicuKohezyon5.00ton/m2aAdhezyon Katsays0.900.90SPTDarbe Says30fsiSrtnme Direnci4.91ton/m2fsiSrtnme Direnci2.45ton/m2ekil. Kazkl Temeller iin sel Srtnme As (f) ile Nq ilikisiekil. Drenajsz Kayma Mukavementi, cu ile adhezyon ( a) katsays ilikisi (Tomlinson, 1980)

Dk Yerdeitirmeli KazklarYksek Yerdeitirmeli KazklarYa aadaki parametre kestirimine ynelik amprik ilikilerden yararlann yada grafikten bir deer giriniz !Ya aadaki parametre kestirimine ynelik amprik ilikilerden yararlann yada grafikten bir deer giriniz !Ya aadaki Parametre kestirimine ynelik amprik ilikilerden yararlann yada yan hcredeki deeri kullann !Ya parametre kestirimine ynelik Amprik likilerden yada grafikten yararlanarak belirleyiniz !sel srtnme (f) Asna gre Aadaki ekilden belirleyin !Dikkat ! f = 0 iin Nq =1sel srtnme (f) As = 0 ise Nq = 9 deerini alr.Balangca dnmek iin Tklayn !Gvenle Tayabilmesi iin ya kazk boyunu (L) ya bina/inaat ykn (QB) ya da gvenlik katsaysn (GK) deitir !Gvenle Tayabilmesi iin ya kazk boyunu (L) ya bina/inaat ykn (QB) ya da gvenlik katsaysn (GK) deitir !Kazk Temellerin Tama GcKazk Temellerin Tama Gc

ZeminProbAnaliz

Dr. Ferhat zep

Sismik Krlma DeerlendirmeSSMK KIRILMA DEERLENDRMEUzaklk (m)P dz (var zaman), msnS Ters (var zaman), msnP ters (var zaman), msn2 TABAKA DURUMU0026.511836413.6109.53461910132820.592.53010228428122475.52614266724162858.52218305020.5203241.519223428.513.6243613.56.5000Profil1. Tabaka2. Tabakat1 (msn)VPdz (m/sn)282100012.7VPters (m/sn)282100012.7VS (m/sn)133235162821000At Ofseti21010Jeofon Aral (m)21.871.87Jeofon Says12KALINLIK (VPdz)h11.87m1.87KALINLIK (VPters)h'11.87mSonh1010Sonh'h4h4'h3h3'h2h2'h11.91.9h1'3 TABAKA DURUMUUzaklk (m)P dz (var zaman), msnS ters (var zaman), msnP ters (var zaman), msn0026.59145415874462483438287942103275411236714014406736164158.53218425028204341.524224428.515244513.56.5000Profil1. Tabaka2. Tabaka3. Tabakat2 (msn)t3 (msn)VPdz (m/sn)23550020001233VPters (m/sn)23550020001233VS (m/sn)150275500Ortalama Vp (m/sn)2355002000At Ofseti2Jeofon Aral (m)2Jeofon Says12KALINLIK (VPdz)h11.6mh21.2mKALINLIK (VPters)h'11.6mh'21.2mh1 ort.1.6mh2 ort.1.2m

Balangca Dnmek iin Tklayn !Grafikten Belirle !Grafikten Belirle !Dr. Ferhat zep

Sismik Krlma Deerlendirme

&CYOL-ZAMAN GRAF&CEk-6Uzaklk (m)VS2=235 m/sVP2=1000 m/sVS1=133 m/sVP'2=1000 m/sVP'1=282 m/sZaman (ms)VP1=282 m/sZaman (ms)Uzaklk (m)P ters AtP dz AtS ters At

Elektrik (zdiren) Veriler

Jeofizik Zemin Kesiti

Sondaj ve SPT VerisiElektrik (zdiren) lm Verilerin Sunum ve DeerlendirmesiDES1DES2h155AB/2Grnr zdirenDeerlendirme Sonularh2810325.2TabakalarKalnlkGerek zdiren Deerlerih31215420h11025h41015516h2108h5Three layer resistivity example. Depth and distance are712h3157h6in meters, resistivity is in ohm-meters. Apparent109.9h420100h7resistivity is for the Schlumberger electrode arrangement.158.5h5h8206.8h6h9Layer resistivities and thickness, from top to bottom:256.1h7306.6h8355.95h9206406.28506.7Yeraltsuyu Derinlii (m)10seed:2.556757includes phase shift for O'Neill's coefficients606.45Su ieren tabaka Kalnl (m)5Xinc:-0.16666666to get 6 samples per integer power of ten706.7806.43nLLd2>230?tanh(Ld2)T2Ld1>230?tanh(Ld1)T1bO'Neillconvolvex = 1/L906.381245.52196230.000001.000008.00000230.000001.0000025.0000001005.32167.27217230.000001.000008.00000230.000001.0000025.0000001205.53113.96120230.000001.000008.00000230.000001.0000025.000000477.64086230.000001.000008.00000194.102161.0000025.000000552.89611230.000001.000008.00000132.240261.0000025.000000636.03770230.000001.000008.0000090.094241.0000025.000000724.55220220.969781.000008.0000061.380501.0000025.000000816.72722150.544961.000008.0000041.818051.0000025.000000911.39612102.565091.000008.0000028.490301.0000025.000000107.7640969.876781.000008.0000019.410221.0000025.000000115.2896147.606501.000008.0000013.224031.0000025.000000123.6037732.433931.000008.000009.009431.0000025.000000132.4552222.096981.000008.000006.138050.9999924.999880141.6727215.054501.000008.000004.181800.9995324.993994151.1396110.256511.000008.000002.849030.9933224.91379814-0.00031824.8181531.00000098160.776416.987681.000008.000001.941020.9596124.474747130.00207224.4610151.467799170.528964.760650.999857.999831.322400.8673823.23525712-0.00497823.5117692.154434180.360383.243390.996967.996520.900940.7167621.082101110.0112521.3757543.162277102190.245522.209700.976207.972520.613810.5468018.42897210-0.0252117.7132474.641587200.167271.505450.906137.888220.418180.3954015.80172690.0581213.4139356.812919210.113961.025650.772167.711430.284900.2774413.4926858-0.143610.1497899.99999783220.077640.698770.603597.454230.194100.1917011.58458570.3938.40895314.677988230.052900.476070.443097.163990.132240.1314710.0714176-1.13247.46846521.544339240.036040.324340.313436.888200.090090.089858.91380852.70446.82596631.62276534250.024550.220970.217446.654340.061380.061308.0554824-3.45076.41338046.415871260.016730.150550.149426.470260.041820.041797.43468730.42486.19463768.12918030270.011400.102570.102216.332260.028490.028486.99386421.18176.09156799.99995951280.007760.069880.069766.232030.019410.019416.68488410.61946.044524146.779864290.005290.047610.047576.160760.013220.013226.47025900.23746.022995215.44337389300.003600.032430.032426.110790.009010.009016.322093-10.086886.012963316.227620140 TABAKALI (ZDREN) MODELLEME310.002460.022100.022096.076070.006140.006146.220237-20.02356.007991464.158662175DES1320.001670.015050.015056.052100.004180.004186.150417-30.012846.005229681.291734Model Parametrelerih11010330.001140.010260.010266.035620.002850.002856.102651-4-0.0011986.003545999.999493h2107340.000780.006990.006996.024330.001940.001946.070015-50.003042zdirenler (ohm-m)Tabaka kalnlklar (m)h354350.000530.004760.004766.016600.001320.001326.047738Rho125d12.5h41010360.000360.003240.003246.011320.000900.000906.032541Rho28d29h5370.000250.002210.002216.007720.000610.000616.022178Rho36d3Sonsuzh6380.000170.001510.001516.005260.000420.000426.015113h7h8h9

DerinlikYeryzeyiSismik SerimJeofizik Zemin KesitiSSMK ZAMAN-UZAKLIK GRAF (2 TABAKA)&CYOL-ZAMAN GRAF&CEk-6Uzaklk (m)VS2=235 m/sVP2=1000 m/sVS1=133 m/sVP'2=1000 m/sVP'1=282 m/sZaman (ms)VP1=282 m/sZaman (ms)Uzaklk (m)P ters AtP dz AtS ters AtSSMK ZAMAN-UZAKLIK GRAF (3 TABAKA)Gerek zdiren Verilerine bakarak belirle!Gerek zdiren Verilerine bakarak belirle!Eer bir birbirine dik iki dorultuda (yani iki boyutlu ve derinlik boyutuyla boyutlu) elektrik zdiren (DES1 ve DES2) yaplmsa verileri ayr ayr gir !!Deerlendirmeyi ya bir program ile (ATO gibi) ya da abaklarla daha nceden yapnz !Balangca Dnmek in Tklayn !Dr. Ferhat zepllen Eri ile Model Erisi arasnda en iyi uyumu yakalayana kadar model parametrelerini deitir !Erinizin karekteri tabaka ise kullann !Sheriff, S.S., 1992, Spreadsheet modeling of electrical sounding experiments. Ground Water, v 30 #6, 971-974.Dr. Ferhat zepEer tek noktada elektrik zdiren (DES) yaplmsa, dey kesiti izdirmek iin, ayn deerleri ikinci sutun iin de girmek gerekir. Ama eer ayn dorultuda iki DES yaplmsa, ikinci sutuna bu ikinci DES deerlerini girmek gerekir !!

Sondaj ve SPT Verisi

Elektrod Aral (AB/2)zdiren (ohm.m)Elektrik (zdiren) Grafii

Sayfa1

Jeofizik Zemin KesitiDES2

Jeofizik_Geoteknik Parametreler

DerinlikYeryzeyiElektrik AlmJeofizik (Elektrik)Zemin Kesiti( Boyut)YASModel Erillen EriElektrot AralGrnr zdirenJeofizik Zemin KesitiDerinlikYeryzeyiJeofizik (Elektrik) Zemin Kesiti (ki Boyut)Elektrik Alm

Vs-SPT(N) likileristanbul niversitesiSONDAJSONDAJ YNTEMSONDAJ NO:1izelge 1. Kohezyonsuz (Kum) zeminlerde isel srtnme as (f) ve dzeltilmi SPT (N) deeriLOGUSULU ROTARYSPT (N)sel Srtnme As (f)VEPeck (1974)Meyerhof (1956)Jeofizik Mh. BlmSPTMUHAFAZA BORUSU DERNL:< 441>45BALAMA-BT TARH: 3-4 Mart 200473 mm65.0mm88.9mm80.9mm114.3mm104.7mmSONDR:SPT DENEYMHENDS:Ferhat zepFORMASYON ZELLKLERDARBE SAYISIYASS (m)1DERNLK (m)KAROT %RQD %NUMUNE TP ve NO(Tanm, Renk, Kvam,Sklk, Doku, Nemlilik, Yeralt suyu durumu v.s.)ZEMN PROFL0-15 cm15-30cm30-45cmSPT(N) 301020304050SAHA KAYITLARIBitkisel ToprakDerinlik% SPT (N) Grafii iin Tablo701mDerinlik (m)SPT (N)ADSPT (Arazi)g (gr/cm3)CNCBCSCRSPT(dz)N55N1(60)N (X)SPT1Bitkisel Toprak8771414-1.5141.8151.81,71.01.00.800.00.00.00.0rt gerilemsiefektf rt gerilems,suieren tabaka kaslnlCN katsatystabak aklnl2mYeilimsi renkli orta sk nemli siltli kil15-3153.3151.81.671.01.00.8020.116.415.112.931.823.90.800.802.04401.839-4.5394.8151.81.451.01.00.8017.414.213.111.2058.335.72.302.301.67351.53mSPT25871511-6116.3151.81.301.01.00.8015.612.811.710.084.847.53.803.801.45131.5Sarms renkli sk nemli az killi siltli kum23-7.5237.8151.81.191.01.00.8014.211.710.79.2111.259.35.305.301.29911.54m40-9409.3151.81.101.01.00.8013.210.89.98.5137.771.06.806.801.18661.5SPT31021183922-10.52210.8151.81.051.01.00.8012.610.39.58.1164.282.88.308.301.09901.55m31-123112.3151.80.971.01.00.8011.69.58.77.5186.390.29.809.801.05321.519-13.51913.8151.80.921.01.00.8011.09.08.37.1217.2106.311.3011.300.96971.56mSPT43471121-152115.3151.80.891.01.00.8010.78.88.06.9243.7118.112.8012.800.92011.5Yeilimsi renkli siltli sk nemli kil45-16.54516.8151.80.841.01.00.8010.18.27.66.5265.8125.514.3014.300.89281.57m47-184718.3151.80.811.01.00.809.77.97.36.2296.7141.715.8015.800.84021.5SPT5812112319.8151.80.781.01.00.809.37.67.06.0323.1153.417.3017.300.80731.58m21.3151.80.751.01.00.809.07.46.85.8349.6165.218.8018.800.77801.5376.1177.020.3020.300.75171.59mSPT6Turba8202040izelge 2. Kohezyonlu (Silt-Kil) Zeminler iin dzeltilmi SPT (N) ile qu (serbest basn dayanm)SPT (N)qu, kg/cm2Kvam10mKoyu yeil renkli ok sk ok kat siltli kil20.25ok YumuakSPT7610122240.5YumuakSPT(dz)11m81Orta15.6152Kat14.2SPT Ortalamann Hesab12mSPT815151631304ok Kat13.2Veri Says =313mSPT (Ortalama) =14.3SPT966131914mSondaj Derinliinin Belirlenmesi15mSPT10591221Kat Adedi3mSondaj Derinlii (Db)6.5m16mSondaj Derinlii (Db)12.9mSPT111922234517m18mSPT1317173047CN SPT(N) iin Efektif Gerilme iin Dzeltme FaktrCSNumune alma yntemi, 1 alnr.CBKuyu ap dzeltmesi. 65 ile 115 mm apl sondaj kuyular iin CB=1;150 mm ap iin CB=1,05 ve 200 mm apl kuyular iin CB= 1,15 alnr.CRTij Uzunluu Dzeltmesi; 4 'ye kadar tijlerde CR=0,75; 4 ile 6 m lik tijlerde 0,85;6 ile 10 m'lik tijlerde 0,95 ve 10 m'den daha uzun tijlerde 1 alnr.

DES1Balangca Dnmek iin Tklayn !SPT (N) & Derinlik Grafiini izdirmek iin aadaki tabloda "Veri Yok yada UD yazl hcreyi silin !Dr. Ferhat zepY.A.S.S altnda doygun birim hacim arlklar kullan !Svlama AnalizindeZemin Emniyet Gerilmesi yada Oturma Hesaplarnda% 45 enerji oranna grestenilen Enerji DzeyiDr. Ferhat zepHafif elik veya Dar Beton BinalarAr elik veya Geni Beton Binalar(Sowers ve Sowers, 1970)

Vs-SPT(N) likileri

GeoteknikParametreler

SPT (N) & Derinlik (m) Grafii

Afet Zemin GrubuZEMNLER N JEOFZK-GEOTEKNK PARAMETRELERN BELRLENMESZemin Hakim Periyodunun vme le Deiimi (Bouckovalas ve Papadimitriou (2003) Yaklam)llen Jeofizik Parametreler ve Yap BilgileriSMGEBRMDEERP (SIKIMA) DALGA HIZLARIVpm/sn282S (KAYMA) DALGA HIZLARIVsm/sn150TABAKA KALINLIKLARIhm1.50ZDREN DEERLERrohm-m5stp1spt280Tretilen Geoteknik ParametrelerSMGEBRM1.TABAKATs,00.4YOUNLUK (Gardner ve di., 1974)ggr/cm31.27Vs,0250MAKSMUM KAYMA MODL (Kramer, 1996)Gmaxkg/cm2285.4amax0.4ELASTSTE MODL (Bowles, 1988)Ekg/cm2743.6POISSON ORANI (Bowles, 1988)n-0.30BULK MODL (Bowles, 1988)Kkg/cm2628.2Ts0.64SERBEST BASIN DAYANIMI (Uchiyama ve di. 1984)qukg/cm21.29SU ER (Tezel ve zep, 2003; A ve di., 2004)w%45SU ER (Cosenza ve di., 2007)w%5555.4745490.0

Balangca Dnmek in Tklayn !Dr. Ferhat zepakl, Kum ve Silt tr zeminler iin yaklam. zdiren deeri 5-100 ohm.m arasnda olmal !Deer yoksa " - " iareti koy !Lineer (Elastik) Zemin Hakim Periyodu (Jeofizik ile belirlenen)50 metre derinlik iin hesaplanmal !Lineer (Elastik) VS Hz (Jeofizik ile belirlenen)120 m/sn'den daha byk olmal !Anakaydaki Pik vme (g olarak)0,45 g'yi amamal !Non-linear Zemin Hakim Periyodu (sn)8ZEMNLER N JEOFZK-GEOTEKNK PARAMETRELERN BELRLENMES

Laboratuar&Saha ile Zemin SPT (N) - Vs Hz likileriVs Hz - SPT (N) likileriImai ve Yoshimura (1977)Ohba ve Toriumi (1970)Ohta ve Goto (1978)yisan (1994)Okamoto ve di. (1989)Imai (1977)Lee (1990)Sykora ve Stokoe (1983)Kiku ve di.(2001)Athanasopoulos (1995)Athanasopoulos (1995)Imai ve Yoshimura (1977)Ohba ve Toriumi (1970)Ohta ve Goto (1978)yisan (1994)Okamoto ve di. (1989)Imai (1977)Lee (1990)Sykora ve Stokoe (1983)Kiku ve di.(2001)Athanasopoulos (1995)Athanasopoulos (1995)Tm ZeminlerTm ZeminlerPleistosenHalosenTm ZeminlerPliestosenHalosenPleistosenKumSiltKilTm ZeminlerTm ZeminlerKilTm ZeminlerTm ZeminlerTm ZeminlerPleistosenHalosenTm ZeminlerPliestosenHalosenPleistosenKumSiltKilTm ZeminlerTm ZeminlerKilTm ZeminlerKilnce KumOrta KumKaba Kumakll KumaklKilnce KumOrta KumKaba Kumakll KumaklKumKilKumKilKumKilnce KumOrta KumKaba Kumakll KumaklKilnce KumOrta KumKaba Kumakll KumaklKumKilKumKilKumDerinlik(m)SPT (N)Vs (m/sn)Derinlik(m)VsSPT (N)1.88151160134147144153155195103112110118119150151233186161208189159206218184125193.1168812921227.47028232881.815086159107727244493332882463473241553144176313.38151160152165162173174220116127125133134169151233186161208189159206218184125193.1168812921227.47028232883.31508675533135212416164824634732415538494164.88151160164178175186188237126137134143144182151233186161208189159206218184125193.1168812921227.47028232884.81508653322123141511103824634732415536473116.38151160173188185197199250133144142151152192151233186161208189159206218184125193.1168812921227.47028232886.31508632222017101187282463473241553545287.88151160180196193205207261138151148158159201151233186161208189159206218184125193.1168812921227.47028232887.815086322110138966182463473241553544279.38151160187203200213215271143156153163165208151233186161208189159206218184125193.1168812921227.47028232889.3150862111101067551824634732415534442610.88151160192210206219221279148161158168170214151233186161208189159206218184125193.1168812921227.470282328810.815086211110956441824634732415534442512.38151160197215211225227286152165162173174220151233186161208189159206218184125193.1168812921227.470282328812.315086211110855331824634732415534432413.88151160202220216230232293155169166177178225151233186161208189159206218184125193.1168812921227.470282328813.815086111110744331824634732415534431415.38151160206225221235237299158173169180182229151233186161208189159206218184125193.1168812921227.470282328815.315086111110644331824634732415534431416.88151160210229225240242305161176173184185234151233186161208189159206218184125193.1168812921227.470282328816.815086111100534221824634732415534431318.38151160214233229244246310164179176187189238151233186161208189159206218184125193.1168812921227.470282328818.315086111000533221824634732415534431319.88151160217237232248250315167182178190192242151233186161208189159206218184125193.1168812921227.470282328819.815086111000433220824634732415534431321.38151160220240236251253319169184181193194245151233186161208189159206218184125193.1168812921227.470282328821.315086111000423220824634732415534421322.88151160223243239255257324171187183195197249151233186161208189159206218184125193.1168812921227.470282328822.815086101000422220824634732415533421324.38151160226247242258260328174189186198200252151233186161208189159206218184125193.1168812921227.470282328824.315086100000322210824634732415533421325.88151160229250245261263332176192188200202255151233186161208189159206218184125193.1168812921227.470282328825.815086100000322110824634732415533421327.38151160232252248264266336178194190203204258151233186161208189159206218184125193.1168812921227.470282328827.315086100000322110824634732415533421228.88151160234255250267269339180196192205207260151233186161208189159206218184125193.1168812921227.470282328828.815086100000322110824634732415533421230.38151160236258253270272343181198194207209263151233186161208189159206218184125193.1168812921227.470282328830.3150861000003221108246347324155334212

Balangca Dnmek iin Tklayn !Dr. Ferhat zepSPT (N) - Vs Hz likileriVs Hz - SPT (N) likileri

ZeminLabGeoteknik Analiz ParametreleriYap / Bina ParametreleriTemel Derinlii, Df (m)1Temel Genilii, B (m)2Temel Uzunluu, L (m)4Dairesel Temelin ap, m2Yap Yk, q, ton/m224Temelin Deyden Eimi, (Derece)0Zemin ve Deprem ParametreleriPlastisite Indeksi, PI (%)30Likit Limit, LL (%)55Skabilirlik Cc0.19Permeabilite, m/s0.00010000Serbest Basn Dayanm, qu, kg/cm21.1Bal Sklk (%)15sel Srtnme As (f)25Kohezyon ( c ), kg/cm20.55SPT(N) Darbe Says25USCS Zemin Simgesi (Kohezyonsuz)-USCS Zemin Simgesi (Kohezyonlu)CHD10, D30 ve D60 (srasyla, mm)0.62.65mv (m2/kN)0.00010000Elastisite Modl (Statik), E (MN/m2)7Poison Oran, n0.3Temel Taban st Birim Hacim Arl, ton/m3, g11.8Temel Taban Alt Birim Hacim Arl, ton/m3, g21.8Su erii, W (%)20Kayma Dalgas Hz, Vs (m/sn)170Skma Dalgas Hz, Vp (m/sn)400zdiren Deeri (ohm.m)45Tasarm Depremi Bykl, Mw7.4Tasarm Depremi vmesi (g olarak)0.4

Dr. Ferhat zepBu parametreler yukarda zellikleri tanmlanan yap/bina'nn oturaca yada inaa edilecei zemini karekterize eden parametrelerdir.Geoteknik Analiz Parametreleri

Zemin Emniyet GerilmesiDEPREM BLGELERNDE YAPILACAK BNALAR YNETMEL (1998) ZEMN VE DEPREM PARAMETRELERZemin Tr: ri taneli= 1; nce taneli = 2; Kaya= 3 giriniz !2En st Zemin TabakasEn st Zemin TabakasVs Hz (m/sn)220333h1 (m)2.918.0Gznne Alnan Hz (m/sn)333Gznne Alnan h1 (m)18ZEMN GRUBUBYEREL ZEMN SINIFIZ2SPEKTRUM KRAKTERSTK PERYOTLARITA=0,15 - TB=0,40BLGENN DEPREM DERECES1BNA NEM KATSAYISI1.5VME KATSAYISI0,4Deprem BlgesiAo10.420.330.240.1Yerel Zemin SnfTA (Saniye)TB (Saniye)Z10.10.3Z20.150.4Z30.150.6Z40.20.9Zemin - Yap (Bina) Etkileimi (Aytun, 2001)N = Bina Kat Adeti5Bina Tr4Zemin Hakim Peryodu (Tz)0.9ZeminTy = c. N (Yap Periyodu, sn)TATBTz = 4h / Vs (Zemin Periyodu, sn)0.6031.350Bina / YapTATB0.3500.445Bina Trizelgec (Yap Periyod Katsays)1Kaln, Sk ve birbiri ile keisen betonarme perdeler, (varsa) bunlara ilaveten az sayda kolon.0.020.0292Kalnca Kolon ve krilere ilaveten ska betonarme perdeler yada rijit dolgu duvarlar0.030.0443Normal Aralkl, Normal boyutta kolon ve krilere ilaveten normal aralkl betonarme perde yada rijit dolgu duvarlar0.0450.0694Normal Aralkl, Normal-ince aras kolon ve krilere ilaveten seyrek betonarme perde yada rijit dolgu duvarlar0.070.0895Geni Aralkl, nce kolon ve kriler veya asmolen demeye ilaveten minimuma yakn yada rijit dolgu duvarlar0.090.13Bina / Yap (Ty)Bina TrTATB10.10.14520.150.2230.2250.34540.350.44550.450.65ABCD0.00Z2z3Z4Z2Biri taneCZ2TA=0,15 - TB=0,40ince taneBKayaD1818.020.9

Balangca Dnmek iin Tklayn !Dr. Ferhat zepYukarda bulunan deer yada sizin deeriniz !!!Aadaki izelge'den seiniz !!!Dr. Ferhat zepDr. Ferhat zepDEPREM BLGELERNDE YAPILACAK BNALAR YNETMEL (1998) ZEMN VE DEPREM PARAMETRELER

Oturma Hesab (Kumlar)SAHA & LABORATUAR DENEYLER LE ZEMN ZELLKLERLaboratuar & Dier Saha Deney Verileriizelge 9. isen Killerde Olas Hacim deiikleri (Chen, 1988).PI (%)30Tane Boyutu (mm)0.6Plastisite ndeksi, PI (%)Tahmini ime (%)ime DerecesiLL (%)55Zemin TrKUM>35800Bok Sk Kum, akl yada ok Sert Killer360 4 ve Cz 1 ve 3 arasndaGPKt derecelenmi akl, akl kum karm, ince malzeme ok az ya da hi yokGW iin gerekli olan derecelenme/granlometri koullarnn hibirini karlamaz.nce Malzemeli aklGMSiltli akl, akl-Kum-Silt KarmAtterberg limitleri "A" izgisinin altnda veya PI < 4"A" izgisinin stnde ve PI 4 ile 7 arasnda snr zonunu olutur. Her iki simge (GM ve GC) birlikte kullanlr.GCKilli akl, akl-kum-silt karmAtterberg limitleri "A" izgisinin stnde ve PI > 7Kumlar (ri Taneli malzemenin yardan fazlas 4 nolu elek aklndan daha kk)Salt Kum (Temiz Kum, ince az yada yok)SWyi derecelenmi kum, akll kum, ince malzeme ok az ya da hi yokCu> 6 ve Cz 1 ve 3 arasndaSPKt derecelenmi kum, akll kum, ince malzeme ok az ya da hi yokSW iin gerekli olan derecelenme/granlometri koullarnn hibirini karlamaz.nce Malzemeli KumSMSiltli Kum, Kum-Silt karmAtterberg limitleri "A" izgisinin altnda veya PI < 4Taral zon iinde ve PI 4 ile 7 arasnda snr zon oluturur.SCKilli Kum, kum-Kil karmAtterberg limitleri "A" izgisinin stnde ve PI > 7nce Taneli ZeminlerSiltler ve Killer (Likit Limit 50'nin altnda)MLnorganik silt ve ok ince kum, kaya unu, siltli veya killi ince kum veya plastisitesi dk killi siltCLPlastisitesi dk veya orta inorganik kil, akll kil, kumlu kil, siltli kil, zayf kilOLOrganik Silt ve plastisitesi dk organik siltli kilSiltler ve Killer (Likit Limit 50'nin stnde)MHnorganik silt, mikal veya diyotemelli, ince kumlu veya siltli toprak, elastik siltCHPlastisitesi yksek inorganik kil, ien kilOHPlastisitesi orta veya yksek organik kil, organik siltOrganik ZeminlerPtTurba ve olduka organik dier zeminlerrnek 1rnek 3Likit Limit (%) =75Likit Limit (%) =55Plastik Limit (%) =60Plastik Limit (%) =20Plastisite ndisi (%) =15Plastisite ndisi (%) =35LLPIrnek 2rnek 40.04.0Likit Limit (%) =45Likit Limit (%) =4525.54.0Plastik Limit (%) =30Plastik Limit (%) =2030.07.3Plastisite ndisi (%) =15Plastisite ndisi (%) =251000.0715.430.07.3NCE TANEL (KOHEZYONLU) ZEMN1000.0892.8PI32500Ana SimgeCC50.01000.0LL48Alt SimgeLPI19.6MCZemin Simge0CLC0ekil 1. Kohezyonlu Zeminler (Kil-Silt) iin Likit Limit (LL) -Plastisite ndisi (PI) likisirnek Arnek Brnek Crnek Drnek ETane Boyutu (mm)Geen (%)Tane Boyutu (mm)Geen (%)Tane Boyutu (mm)Geen (%)Tane Boyutu (mm)Geen (%)Tane Boyutu (mm)Geen (%)37.50095.0037.50085.0037.50092.0037.50098.0037.50093.0020.00089.6020.00085.0020.00087.0020.00088.0020.00088.0014.00086.4014.00075.0014.00084.0014.00075.0014.00086.4010.00082.9010.00065.0010.00079.0010.00074.0010.00081.006.30072.306.30055.006.30072.006.30072.306.30073.003.35035.703.35045.003.35055.003.35046.003.35031.001.18015.4001.18014.0001.18022.0001.18019.0001.18021.0000.69.600.65.000.614.000.69.000.613.000.2121.20.21240.21240.21260.21230.0630.80.0630.90.06310.06310.0630.9ekil 2. Tane Boyu dalm (granlometri) erisiD10 (mm)0.6D30 (mm)2.6D60 (mm)5Cu (niformluluk Katsays)8.33Cz (Erilik Katsays)2.25GeenKalanElek No 2005545NCE TANEL (KOHEZYONLU) ZEMNekil 1. (LL-PI erisi)'ne gre deerlendir !Zemin Tr (Kabaca) aadaki aralktadr:Birinci SimgeGM,GC,SM,SCG=aklS=KumM=SiltR TANEL ZEMNLERC=KilO=OrganikAna Simge BelirlemePt=Peatkinci / Alt SimgeGeenKalanW= yi DerecelenmiElek No 45545P=Zayf DerecelenmiTrKUMM=plastik olmayan nce taneAna SimgeSC=Plastik ince taneYL= Dk PlastisiteAlt Simge Belirleme (1)0.000H= Yksek PlastisiteCz2.25DerecelenmeYAlt SimgeWZemin SimgeSWAlt Simge Belirleme (2)PI8LL25Zemin Alt SimgeCPI3.5MCPI KouluAlt SimgeCA izgisi KoluAlt SimgeC

Girie Dnmek iin Tklayn !Dr. Ferhat zepLikit Limi - Plastisite ndisi Grafiinden (ekil 1) belirle !Likit Limit - Plastisite ndisi Grafiinden belirle !Likit Limit - Plastisite ndisi Grafiinden belirle !Likit Limit - Plastisite ndisi Grafiinden belirle !Likit Limit - Plastisite ndisi Grafiinden belirle !Likit Limit - Plastisite ndisi Grafiinden belirle !Tane Boyu dalm erisinden (ekil 2) belirle !"Laboratuar&Saha Deneyleri ile Zemin zellikleri"ne Dnmek iin Tklayn !

Yatak Katsays100100100100100

&FPage &Prnek AElek Nornek Brnek Crnek Drnek ETane Boyutu (mm)(%) Geen#4#10#40#100#200

evStabilite

MH&OHCHCLCL&MLML&OLML&OLCL&MLCLMH&OHCHCL&MLML&OLCLMH&OHCHA izgisiCL&MLML & OLCLMH & OHCHCL&MLML & OLCLCHMH & OHrnek 1rnek 2rnek 3rnek 4Likit Limit LL (%)Plastisite ndisi PI (%)

Deprem Risk AnaliziZEMN EMNYET GERLMES(STATK & DNAMK) HESABIJeofizik (Vs Hz) Veriler ileZemin Emniyet Gerilmesi (Tezcan ve di., 2006; Tezcan ve zdemir, 2006; Tezcan ve di., 2007)Birim DnmYap VerileriSONULAR1kg/cm2sptTemel Derinlii, mDf5Gvenlik Katsays4.2810ton/m20Temel Genilii, mB3Laboratuar Deney Verileri le4Vp600m/snp = o + 0.002 vp (kN/m3)100kN/m2yada kPayasTemel Uzunluu, mL6Vs400m/sn064Dairesel Temelin ap, mR2Terzaghi (1943)'e GreB1.5mizelge 3.Birim Dnm0.00Temel Trqult (Tama Gc), ton/m2qa (Zemin Emniyet Gerilmesi), kPaTr 1o = 16 Zayf Kumlu, Siltli Killi Zeminler iin10ton/m20.00Temel Tabanndan itibarenSrekli Temel /erit Temel40.13100Zemin Tr2Tr 2o = 17 Sk Kum ve akl1kg/cm2Yaklak 2B derinlie kadar olan OrtalamaDikdrtgen Temel41.20103p18kN/m3Tr 3o = 18 amurta, Kireta, Kilta, Konglomera ve di.100kN/m2yada kPaVs (m/s)300Dairesel Temel40.81102a0.97Tr 4o = 20 Kumta, Tf, Sit ve benzeriKare Temel42.27106GK3.0Birim DnmTemel Tabanndan itibarenqa234kPaqa = (0.1 g Vs / GK) a100kN/m2yada kPa287.71875Yaklak 2B derinlie kadar olan OrtalamaOrtam Kohezyonlu isef=0Meyerhof (1963)'e Gre10ton/m2245.4545454545SPT(dz)15Ortam Kohezyonsuz isec=0qult (Tama Gc), ton/m2qa (Zemin Emniyet Gerilmesi), kPa1kg/cm246.31116B deeri 0 B 1,2 m ise a = 1 alnr ***** B deeri 1,2 B 3,0 m ise, a = (1,13-0,11*B) ile hesaplanrSPT(N)'den TretilenB deeri 3,0 B 12 m ise, a = (0,83 - 0,001*B) ile hesaplanr **** B deeri 12'den bykse a = 0,71 alnr.147.0272727273SPT (N) deeri10qa165kN/m2119.0025397491f30Saha Deney Verileri leqa175kN/m2izelge 4. zin verilebilir Tama Gc (qa, kPa) deerlerinin Tezcan ve di. (2006) tarafndan nerilen deerleric, ton/m26.54SPT(N)'denqa184kN/m2Zemin TrN60cu'f' ortalamaVsqa (2)sptden treyen vs hzMax 25 mm Oturma inqa (Zemin Emniyet Gerilmesi), kPaqa204kN/m2NoKohezyonlu Zeminler (1)-kPaderecem/sn(kPa)sptdz st snr0.0Laboratuar Verileri ve KatsaylarBowles (1996)2881ok Yumuak Killer ve Siltler0-20-20200-1000-50Kohezyon, ton/m2c1Meyerhof (1956)119birim hacimTr 117.2kN/m32Yumuak Killer ve Siltler38809.020-50220-2000-750Temel Taban st / Birim Hacim Arl, ton/m3g12Tr 218.2kN/m33Orta Sert Killer38933.050-10024200-35075-150Temel taban Alt / Birim Hacim Arl, ton/m3g22YASS (m)1Tr 319.2kN/m34Sert Killer42217.0100-15026450-800100-250sel Srtnme As (o)f10Df (m)1.5Tr 421.2kN/m35ok Sert Killer15-30150-20028450-800200-350Temelin Deyden Eimi (0)q0B (m)26Kat Killer30-50200-40030600-900250-400Tama Gc KatsaylarNq2.7Cw0.8qa1757ok Kat Killer500-R400-60030800-1200350-500Tama Gc KatsaylarNq2.5vs>500qa0Nori Taneli ZeminlerN60Drf' ortalamaVsTama Gc KatsaylarNc9.61ok Zayf Kum0-40-20280-1000-50Tama Gc KatsaylarNc8.3Burland ve Burbridge (1985) Yaklam ilesv02Zayf Kum ve akl38994.025-3530100-35050-150Tama Gc KatsaylarNg1.2SPT (N) (Dzeltilmemi)123OrtaSk Kum, akl11232.035-6532250-700100-300Tama Gc KatsaylarNg0.4B (m)21754Sk Kum ve akl30-5065-8537600-1100250-450-----Kp1.4189.6Ic0.0535ok Sk Kum ve akl50-R85-9940800-1500350-600ekil Katsaylarsc1.1428.3alfa11ekil Katsaylarsq1.071qa (Zemin Emniyet Gerilmesi), kPaalfa20.965cu' = Drenajsz Efektif Kayma Dayanm (kPa)ekil Katsaylarsg1.071292alfa30.8150.71Dr= Bal Sklk (Yzde olarak)Derinlik Katsaylardc1.3970.82f' ortalama = Ortalama Efektif sel Srtnme As (Derece)Derinlik Katsaylardq1.198(1) Normal Olarak Konsolide Olmu KillerDerinlik Katsaylardg1.198alfa(2) Eer Yap Temeli Yeraltsu seviyesinin altnda ise en dk deerler alnmaldr.Eim Katsaylaric1.000Eim Katsaylariq1.000GK saysnn deiimiEim Katsaylarig1.000Vs aral (m/s)n750 Vs 4 000n = 1.4750 Vs 4 000n = 4.6 0.0008 Vs750 Vsn = 4.0Yeraltsuyu Temelin zerinde ise aadaki Efektif Birim Hacim Arl kullann !Dinamik (Deprem) Etki Altnda Tama Gc Analizi (Richards ve di., 1993 Yaklam)Suyun Birim Hacim Arl, ton/m3gw1.0Doygun Birim Hacim Arl, ton/m3gs1.8Efektif Birim Hacim Arl, ton/m3g0.8Yatay vme Katsayskh0.3Dey vme Katsayskv0.2vme Faktrq20.57sel Srt. Asf22d0KpE1.407Dinamik Tama Gc Katsaylar9.9NqE5.0NcE9.9NgE4.8Temel Trqult (Tama Gc), ton/m2Ao0.4Srekli Temel /erit Temel74.45I1.0Dairesel Temel71.61kh0.160.24Kare Temel74.52Gvenlik Katsaysekil 1. Temel Parametreleri3izelge 1. Kohezyonsuz (Kum) zeminlerde isel srtnme as (f) ve dzeltilmi SPT (N) deeriqa (Zemin Emniyet Gerilmesi), kPaZemin TrSPT (N)sel Srtnme As (f)Srekli Temel /erit Temel248Peck (1974)Meyerhof (1956)Dairesel Temel239ok Gevek Kum< 441>45Kumlu Zeminler iinizelge 2. Kohezyonlu (Silt-Kil) Zeminler iin dzeltilmi SPT (N) ile qu (serbest basn dayanm)Zeveaert (1983) Yaklam ile sel Srtnme as f 'nin vme ile DeiimiKvamok YumuakYumuakSPT (N)24f statik30qu, kg/cm20.250.5vme (g olarak)0.2c (katsay)0.6666666667OrtaKatok Katf dinamik2481530124Okamoto (1984) Yaklam ile sel Srtnme as f 'nin vme ile Deiimi3.0f statik301.1417727ivme (g olarak)0.21.070886351kh0.11.070886351SPT(N)101.3968944724f dinamik261.198447236211.1984472362110c*ivvme0.13333333332/3*sinfi0.33318006841-2/2sinfi0.66681993160.19995403110.80004596890.399839056

A izgisiLaboratuar DeneylerindenLaboratuar deneylerinden yada SPT (N)'e gre izelge 2'den sein ! ( c=qu/2)Kant (2003)Balangca Dnmek iin Tklayn !Uygun Hz Deeri iin Tklayn !Vesic (1973)Laboratuar DeneylerindenLaboratuar DeneylerindenDr. Ferhat zepSPT (N)den bulunan emniyet gerilmesi iin yeraltsuyu etkisi dzeltme katsays. Bu (Cw) deeri zemin emniyet gerilmesi ile arpnz !Craig (1992)Radye Temellerde bu deerin 2 kat alnabilir.Radye Temellerde bu deerin 2 kat alnabilir.Radye Temellerde bu deerin 2 kat alnabilir.Sondaj ve SPT verisi blmnde dzeltmeleri yapmak ve ortalamay bulmak iin tklayn!SPT, Vs ve laboratuar verileri ile analiz iin zorunluSPT, Vs ve laboratuar verileri ile analiz iin zorunluLaboratuar verileri ile analiz iin zorunluLaboratuar verileri ile analiz iin zorunluMeyerhof (1963)Terzaghi (1943)Meyerhof (1963)Meyerhof (1973)Terzaghi (1948)Df B iin geerlidir !izelge 3'den Seiniz !Skma Dalgas (Vp) HzKayma Dalgas (Vs) HzBirim Hacim Arl (Vp'den)Zemin Emniyet GerilmesiDeerler 5-20 arasnda olmaldr.c katsays, eer yeraltsuyu zemin seviyesinde ise =4/3Eer yeraltsuyu zemin tayc seviyesinde = 2/3 alnmaldr.Deerler 25-35 arasnda olmaldr.Temel GeniiliiTemel Genilii Dzeltme FaktrAo = Deprem ynetmeliindeki edeer ivme katsays, deprem blgelerine gre, 0,1; 0,2; 0,3 veya 0,4 alnr.I= Deprem ynetmeliinde geen bina nem katsays 1 ila 1,5 arasnda bir deer alnr.64ZEMN EMNYET GERLMES30015

vme Azalm likileriOTURMA ANALZ (Statik& Dinamik)Yap VerileriYap Yk, ton /m2q24Temel Derinlii, mDf1Temel Genilii, mB25Temel Uzunluu, mL4BirimHacimArl, ton/m3g1.8Net Yap Ykqnet22.2ton/m2217.7kN/m2 yada kPaStatik Yklerle AnalizOturma (Ani, Kohezyonsuz Zeminler iin) IBurland ve Burbrigde (1985) Yaklam ile zmq24ton/m2L4mB2mH5mt10ylSPT(N) Dz.10Df1mg1.8ton/m3Ic7r0.2r30.3ekil 2 Kum ve akllar iin SPT deerine bal olarak iin kompresibiliteZ11.6mindeks (Ic) deerleri (Burland ve Burbrigde (1985).-3.61fs1.2ekil 1. Temel genilii (B) ve etki derinlii Z1 arasndaki ilikif1.0(Burland ve Burbrigde (1985).ft1.4qnet22.20ton/m2217.7kN/m2Ortalama (mm)izelge 1Si (Oturma)41.8r0.213.9r30.3Oturma (Konsolidasyon) IIE (kN/m2)12000n (poison Oran)0.3mv (m2/kN)0.00010000mv0.0001m2/kNH3mqnet145kN/m2Sc (Oturma)43.5mmElasitiste Modnnn Amprik likiler ve izelgeler Yardmyla KestirilmesiOturma (Kohezyonlu Zeminler iin, Ani ) IIIKumlar iin Elasitiste Modnnn SPT (N) Deerinden KestirilmesiElasitiste Modnnn SPT (N) Deerinden KestirilmesiSPT Deeri26SPT Deeri5g20kN/m3EEm00.9Kum (normal Konsolide)18136kPa18MN/m2Kum9560kPa10MN/m2m10.5545861kPa46MN/m2Killi Kum3187kPa3MN/m2q240kN/m2Kum (Doygun)9068kPa9MN/m2Silt (Kumla)3237kPa4MN/m2B3mKum Ar Konsolide76500kPa77MN/m2akl (kumla)2747kPa3MN/m2L6makll Kum ve akl32727kPa33MN/m2Kum (min)23999kPa24MN/m2Df1.5mKilli kum11607kPa12MN/m2Kum (max)34284kPa34MN/m2H3.5mSiltli Kum8182kPa8MN/m236302747Ed7MN/m2323712949qnet210kN/m2Killer iin Elasitiste Modnnn qu'dan KestirilmesiElasitiste Modnnn SPT (N) Deerinden ve Poison Oranndan Kestirilmesiqu98kPaSi44.55mmEPoison OranIp > 30min4900kPa4.9MN/m2SPT Deeri50.3max24500kPa24.5MN/m2EIp < 30 yada Sertmin24500kPa24.5MN/m2Kum3908kPa4MN/m2max73500kPa73.5MN/m2MinMaxkPaMN/m2kPaMN/m2Normal Konsolide Hassas Kil9800102450025Normal Konsolide Hassasve Hafif Ar Konsolide Kil36750375880059iddetli Ar Konsolide Kil73500749800098izelge 2. eitli zemin Trlerinin statik elastisite modlleriZemin TrE Deeri (MN/m2)Yumuak Killer2 ila 5Kat Killer4 ila 8Sert Killer7 ila 20Kumlu Killer30 ila 40Siltli Killer7 ila 20Gevek Kum10 ila 25Sk Kum50 ila 90Sk akl-Kum100 ila 200izelge 3. eitli zemin Trlerinin Poison OranlarZemin Trn (poison Oran)Doygun Kil0,4-0,5Doygun Olmayan Kilveya Kumlu kil0,2-0,4Kum (f = 40)0,3-0,4ekil 3. Ani Oturma Analizi iin Etki KatsaylarKum (f = 20)0,1-0,2Silt0,3-0,4Kaya0,1-0,4Oturma IVElasitiste Modnnn Jeofizik lmler Yardmyla Kestirilmesiq80kN/m2Elasitiste Modnnn Jeofizik Vp Hzndan Kestirilmesi (1)L6mB3.5mVp (m/sn)Df2m282g20kN/m3E (statik), MN/m2n0.55E7MN/m2qnet40kN/m2Elasitiste Modnnn Jeofizik Vp Hzndan Kestirilmesi (2)Is1.44Bklebilir TemelE (dinamik), kg/cm2Is1.11Rijit Temel744E (statik), MN/m21Ani Oturma (Si)21.6mm(Bklebilir Temel)Elasitiste Modnnn Jeofizik Gmax'dan Kestirilmesi (3)16.6mm(Rijit Temel)G (max), kg/cm2285n (poison Oran)0.30G (statik), kg/cm29Basit Yaklamlar (1)E(statik )2MpaOturma (SPT 'den bulunan Zemin Emniyet Gerilmesinden, qa) Vqnet240kN/m2SPT(N) ve qu'nun Jeofizik Vs hzndan Kestirilmesi (4)qa250kN/m2Vs (m/s)133Oturma (Si)SPT(N) yada Edeeri524.0mmqu (kg/cm3)0.98Basit Yaklamlar (2)SPT (N) Deerinden (Meyerhof Yaklam) VIqnet80kN/m25.5SPT (N)26Darbe Says3.9B6mOturma (Si)5.5mm5.8mmBasit Yaklamlar (3)SPT (N) Deerinden (Terzaghi ve Peck Yaklam) VIIqnet80kN/m2SPT (N)15Darbe SaysB1.5mDf1.5mY.A.S.S3mOturma (Si)11.5mmBasit Yaklamlar (4)SPT (N) Deerinden (Bowles, 1977) VIIISPT15Darbe SaysB1.5m24q240KN/m220.80971222.9989824662Temeller iin izin verilebilir oturma limitleri genellikle 3-4 cm civarndadr. Radye temeller iin kohezyonsuz ve kohezyonlu zeminler zerinde izin verilebilir oturmalar srasyla 5 cm ve 10 cm dir.Oturma (Si)23.0mmBasit Yaklamlar (5)SPT (N) Deerinden (Meyerhof, 1974) IXSPT15Darbe SaysB1.5mq240KN/m2Oturma (Si)0Siltli Kum iin32.7mmKum ve akl iin16.3mmBasit Yaklamlar (6)SPT (N) Deerinden (Meyerhof 1965) XSPT15Darbe SaysB1.5m24q240KN/m233.295539234.4984736992Oturma (Si)34.5mmDinamik Yklerle Analiz (1)Ishihara ve Yoshimine (1992) YaklamBu analiz iin daha nce svlama analizi yaplp GK'nn bulunmas gereklidir !-0.01392GK2N1(60)22h (m)6DH/H %0.00Oturma Sd0.00cmDinamik Yklerle Analiz (2)Tokimatsu ve Seed (1984) YaklamBu analiz iin daha nce svlama analizi yaplp CSR'nin bulunmas gereklidir !CSR0.4N1(60)10h1Oturma Sd3DH/H3cmekil 6. Hacimsel birim deformasyon (DH/H, % olarak)'nunDinamik Yklerle Analiz (3)depremin vmesi (g olarak)Kuru Kumlar iin Analizekil 5. Hacimsel birim deformasyon (DH/H, % olarak)'nunve N1(60)'a bal deiimi (Krinitsky ve di. (1993)Krinitsky ve di. (1993)CSR (deprem) ve N1(60)'a bal deiimi (Tokimatsu ve Seed, 1984)vme0.45ekil 4. Hacimsel birim deformasyon (DH/H, % olarak)'nun svlamaN1(60)9analizinden bulunan GK'ya ve N1'e bal deiimi (Ishihara ve Yoshimine, 1992)h (m)10Oturma Sd3.5DH/H %0.35cm0,2den kk0,2den byke0.23spt-52,5 ila 5 arasnda ve 5den kck035 ila 7,5 arasnda ve 7,5dan kk037,5 ila 10 arasnda ve 10dan kk0310 ila 14 arasnda ve 14den kk32.2814 ila 28 arasnda 28den kk2.283.2528 ila 32 arasnda ve 32den kk3.2532'ye eit0.5SPTe-6.43-6.420den kk003-6 aras27.293333333514 kk3-1.0832dahilkk2.2820den byk-0.013926-1.0806-10 aras-12.28-3.8810-3.88010-14 aras9.410.55140.55014-20 aras-0.2057333333-0.016820-0.0168-0.0139220-25 aras-0.01392-0.009625-0.009620.891125-30 aras20.8911-34.8441030-34.8441

Imai ve Yoshimura (1977)(yada VS-SPT(N) yaklamlarndan birini kullanmak iin hcreyi tklaynz!)Toplam Temel Alan bana den (Yap Yk-Kazlan Zemin Arl)Net Temel BasncYkSPT(N)'e gre ekil 2'denB'ye gre ekil 1'denizelge1'denizelge1'denAnaliz Yaplan Tabaka KalnlSre en az 3 ylBalangca Dnmek iin Tklayn !Yukardaki ilikilerden yada Arazi Deneylerinden yaklak 2B derinlie kadar ortalam bir deer olarak Seiniz !Dr. Ferhat zepekil 3'denekil 3'denSPT deerinden, qu deerinden yada izelge 2'denSPT deerinden, qu deerinden yada izelge 2'denizelge 3'denKelly ve Mares (1993)Bowles (1988)Imai ve Yoshimura (1975)Imai ve Yoshimura (1975)ekil 6'dan vme ve N1 (60) deerine gre belirleyin !Dr. Ferhat zepsvlaan tabaka kalnlsvlaan tabaka kalnldepremin ivmesizeminin dzeltilmi SPT60 deerihesaba katlan kum tabakas kalnlHacimsel birim deformasyonHacimsel birim deformasyonTemel tabanndan itibaren yaklak 2B derinliine kadar ortalama (SPT (N) Dz.) bir deer alnz !Radye Temeller iinTemel tabanndan itibaren yaklak 2B derinliine kadar ortalama (SPT (N) Dz.) bir deer alnz !Francis (1964)Webb (1969)Webb (1969)Begeman (1974)Begeman (1974)Tromifenkov (1974)Tromifenkov (1974)Farrent (1963)Temel tabanndan itibaren yaklak 2B derinliine kadar ortalama (SPT (N) Dz.) bir deer alnz !Temel tabanndan itibaren yaklak 2B derinliine kadar ortalama (SPT (N) Dz.) bir deer alnz !Temel tabanndan itibaren yaklak 2B derinliine kadar ortalama (SPT (N) Dz.) bir deer alnz !N1(60)CSRvme (g)0.20.40.30.1Uygun GK deeri iin N1 (yada Dr) erilerini dey olarak hacimsel deformasyonu (%) kesecek ekilde indir !Kuru Kumlar iin deprem nedeniyle oluan hacimsel kmann bulunmasHacimsel birim deformasyon (%) Erileri0.55OTURMA ANALZ (Statik& Dinamik)5

Spektral vme AnaliziYATAK KATSAYISI BELRLENMES01. YAKLAIMSPT Verileri ile3. YAKLAIM7. YAKLAIMScot (1981)YaklamSPT (N) yada Edeeri15Bowles (1988)YaklamBowles (1988)Yaklamks2700ton/m3qa (Zemin Emniyet Gerilmesi)146kN/m2S (Oturma)30mmks27000kN/m3GK (Gvenlik Katsays)3qnet250kN/m2Birim Dnmks17482kN/m3ks8333kN/m31kg/cm210ton/m22. YAKLAIM100kN/m2yada kPa4. YAKLAIM8. YAKLAIMAbak YaklamBirim Dnmqu2.0kg/cm2Bowles (1988)YaklamTemel Derinlii, mDf110ton/m2SPT(N)13qu620kN/m2Temel Genilii, mB31kg/cm2ks24.000-48.000kN/m3Temel Uzunluu, mL6100kN/m2yada kPaqu veya SPT(N) deerlerinden veya yukardaki edeerlerinden yararlanarak aadaki abaa gre belirleyin!Gvenlik KatsaysGK45. YAKLAIMZemin Kohezyon, ton/m2c0.5Birim DnmTemel Taban st Zemin Birim Hacim Arl, ton/m3g11.8100kN/m2yada kPaAadaki izelge'den zemin trne gre uygun bir aralk seiniz !!Temel taban Alt Zemin Birim Hacim Arl, ton/m3g21.810ton/m2Zemin sel Srtnme As (derece)f251kg/cm2izelge (Bowles, 1988)Temelin Deyden Eimi (derece)q0Zemin Tr(ks), kN/m3Dey Yatak Katsays, kN/m3Ks17482Gevek Kum4.800 - 16.000Enine Yatak Katsays, kN/m3Kh34964Orta Sk Kum9.600 80.000Sk Kum64.000 - 128.000Siltli Orta Sk Kum24.000 - 48.000Killi Orta Sk Kum32.000 - 80.000Killli Zemin (qu 48.0006. YAKLAIM (Jeofizik lmler ile)Vs200m/sng20kN/m3ks16000kN/m3ekil 1. SPT (N), sel Srtnme As (f) ve Serbest Basn Dayanm (qu)ya gre ks yatak katsays (ekerciolu, 2002)Tama Gc KatsaylarNq10.6Tama Gc KatsaylarNc20.6Tama Gc KatsaylarNg6.7-----Kp2.458ekil Katsaylarsc1.246ekil Katsaylarsq1.123ekil Katsaylarsg1.123Derinlik Katsaylardc1.105Derinlik Katsaylardq1.052Derinlik Katsaylardg1.052Eim Katsaylaric1.000Eim Katsaylariq1.000Eim Katsaylarig1.000qult (Tama Gc), ton/m258.27qa (Zemin Emniyet Gerilmesi), kPa145.684720.63.01.24583877641.122919388211.122919388211.10452831121.052264155611.0522641556110

Balangca Dnmek iin Tklayn !Bowles (1988) YaklamScott (1981) yaklamKilli Zeminler iin !Dr. Ferhat zepBowles (1988) Yaklam(Tezcan ve di., 2007)Bowles (1988) Yaklam0YATAK KATSAYISI BELRLENMES

Zemin_vme SpektrumEV / YAMA STABLTE ANALZ (STATK & DNAMK)Kullanlacak VerilerYardmc Hesaplamalarev As, a15sel Srtnme As, f25Deprem vmesi0.40Vs (m/s)1750SPT(N) Edeeri1301301. Yaklam : Statik Ykler Durumunda0.000000000Kumlar iinSPT(N) Deeri8ev As, a24Tretilen f30sel Srtnme As, f36Gk1.6R, Odaktan Uzaklk (km)0.0ekil 1. ev Parametreleri2. Yaklam : Dinamik (Deprem) Ykler Durumunda (Siyah, ve Ansal, 1993)Deprem vmesi0.4ev As, a4500.10.20.30.4sel Srtnme As, f293.903.422.932.522.17N1(min)2.171.2Gk1.2izelge 1. Mikroblgeleme iin dinamik ev Stabilite Analizine sonucuna gre Gk'ya bal Tehlike SeviyeleriORTA TEHLKE / BSLGk DeeriRisk SeviyesiSimge 0,24g7.51.211.326.045.270.01929Wells ve Coppersmith (1994)7.4(Dorultu Atml)DnyaMw1930Wells ve Coppersmith (1994)6.8(Ters)DnyaMw19311Wells ve Coppersmith (1994)7.1(Normal)DnyaMw1932Wells ve Coppersmith (1994)7.2(Tm Fay Trleri)DnyaMw193319341935193619371193819392Gumbel U Deerler Yntemi1940Boore ve di. (1997) Yaklam ile Spektal vme Azalm Kestirimi-0.510825623819413D (yl)% Alma OlaslM (byklk)0.000164471919426Olaslk Modeli (Poison ise 1; Gumbell ise 0)150407.6-8.71277106771943D (yl)5019443Alma Olasl10, Episantral Uzaklk (km)H, odak Derinlii (km)1945Olaslksal Byklk (Mw)8.2251529.21946Deterministik Byklk (Mw)7.31947Donavan(1973c)Oliviera (1974)Joyner ve Boore(1981)Campbell (1997)OrtalamaTehlike Dzeyi1948vme (g)0.250.190.460.510.35Yksek Tehlike19493Tasarm iin Seilen Byklk (Mw)7.619501Rjb201951Vs, 3040019523195391954551020408019554Mekanizmas BelirisizDorultu Atml FayTers Fay1.461.010.700.460.2619561Periyotvme (g)195710.00.270.260.31195810.20.530.480.57195911.00.360.350.381960119611962-0.0512932944-0.1053605157-0.2231435513-0.5108256238-1.6094379124196310.0000165150.00003392320.00007184610.00016447190.00051819491964-11.0112393246-10.2914114029-9.5409840623-8.7127710677-7.5651590802196529.79.08.47.66.619667196711968196931970219711197231973119741bss-0.3130.999-1.1131975brv-0.1171.17-1.00919764ball-0.2421.089-1.0819775b20.5270.7111.03619781b30-0.207-0.03219795b5-0.778-0.924-0.79819802bv-0.371-0.292-0.6981981Va13962118140619821h5.577.022.919832198441985319861198721988219892-0.105360515719901-0.00210721031991-6.162390332719923-2.67629211681993-4.7229216441994619951996310102040801997alma olaslbyklk199810.640.640.460.320.2019992200018.28.27.77.06.22001220022-0.1053605157-0.1053605157-0.2231435513-0.5108256238-1.609437912420034-0.0021072103-0.0021072103-0.004462871-0.0102165125-0.032188758220041-6.1623903327-6.1623903327-5.4119629922-4.5837499975-3.436138010120059-2.6762921168-2.6762921168-2.3503856638-1.9906973303-1.4922957768200610-4.722921644-4.722921644-4.397015191-4.037326857-3.538925304200712200882009201020112012201320142015

simgesi kkeit anlamna gelirBu program Poison olaslk dalmn kullanarakDeprem Risk Analizi yapar.Hazrlayan:Dr.Ferhat zep.. Mh.Fak. Jeofizik Mh. Bl.Bu say t(yl) olmal. Bulunan deer az ise en dk magnitddeki oluum saysna ekleme yaparak tamamla !!son magnitd iin bu deer =0,990 olmal!!Depremlerin oluum aralBu program Gumbel U Deerler(Tip I) Olaslk Dalmn kullanarakDeprem Risk Analizi yapar.

Hazrlayan:Dr.Ferhat zep.. Mh.Fak. Jeofizik Mh. Bl.Veri Girii Yaplan Stun SaysGrafiidoru izdirmek iin,0 (sfr) deerine sahip hcreyi Sil!Dr. Ferhat zepYukardaki D (yl) ve % olarak alma oran iin ivme deerleriDr. Ferhat zepYukardaki D (yl) ve % olarak alma oran iin ivme deerleriHer bir inceleme ylnda (t) meydana gelen en byk (u) depremi aln ve hi deprem kayd olmayan yllar iin o yl iin en iddetli depremin bykln 4.0 yada daha byk bir deer sein !Gutenberg ve Richter (1956)Bath (1973)Tam Say olarak girin !Tam Say olarak girin !HausnerWatanabe (1977)Donovan (1973)Moment MagnitdYzey Dalgas MagnitdCisim Dalgas MagnitdProje alan evresinde 100 kmlik bir yarap iinde kalan depremleri alnz !Proje alan evresinde 100 kmlik bir yarap iinde kalan depremleri alnz !Tek tip Byklk (M)Kullan!Ulusay ve di. (2004)Sre MagnitdAyntl analiz iin vme azalm ilikileri blm iin tklaynz !Ayntl analiz iin vme azalm ilikileri blm iin tklaynz !Zeminin ilk 30 m'si iin ortalama Vs (Kayma Dalgas) Hz (m/sn)Faya En Ksa Yatay Uzaklk (km)Moment Magnitt (Mw>=5): Olaslksal (Probabilistik) ve Deterministik Yaklamlar Birlikte kullanarak belirle !Poison Yada Gumbell Olaslk DalmndanPoison Yada Gumbell Olaslk DalmndanMoment Magnitt (Mw>=5) Poison Yada Gumbell Olaslk DalmndanFay Boyu& Magnitt likisinden Belirle !

Bytme Analizi

Byklk (M)[log[-lnG(M)]]

Sheet1

Byklk (M)Log NByklk (M) - Oluum Says (Log (N)) likisi

Svlama Analizi

YllarOluum SaylarYllara Gre 4,5'dan Byk Depremlerin Oluum Saylar

SvlasmaGizli

vme (g olarak)Alma Olasl (%)Joyner ve Boore (1981) Azalm likisine grevme - Alma Olasl likisi (Tehlike Erisi)

Sonular

vme (g olarak)Alma Olasl (%)Joyner ve Boore (1981) Azalm likisine grevme- Alma Olasl likisi ( Tehlike Erisi)

Aklamalar

Mekanizmas BelirsizDorultu Atml FayTers FayPeryod (sn)vme (g)Spektral vme Azalm likisi

VME AZALIM LKLERM (magnitd), Episantral Uzaklk (km)H, odak Derinlii (km)Esteva (1970)Davenport (1972)Donovan (1973a)Esteva ve Villaverde (1973)Donavan(1973b)Donavan(1973c)McGuier (1974)Shah ve di.(1973)Oliviera (1974)KatayamaEsteva ve di.Joyner ve Boore (1981)Campbell (1981a)Campbell (1981b)Newmark ve Roseblueth (1971)Kanai (1966)Esteva ve Roseblueth (1964)Fukishima ve di. (1988)Abrahamson ve Litehiser (1989)Campbel (1997)OrtalamaR, Odaktan Uzaklk (km)7.415150.220.690.410.570.270.280.370.510.220.360.540.660.220.220.400.480.450.330.320.530.4021.27.420150.190.530.360.500.240.250.340.450.190.320.340.500.200.200.320.400.380.300.290.470.3225.0M (magnitd)7.47.425150.160.410.320.440.210.230.310.400.160.290.240.400.180.170.260.330.310.270.260.420.2729.27.430150.140.330.280.390.190.210.280.350.140.260.180.330.160.150.210.280.270.250.240.380.2433.57.435150.120.270.250.350.170.190.250.310.120.230.140.270.140.140.180.240.230.220.220.350.2138.17.440150.100.220.220.310.150.170.230.280.100.200.110.230.130.120.150.200.190.200.200.320.1842.77.445150.090.190.200.280.140.160.210.250.090.180.090.200.120.110.130.180.170.190.180.290.1647.47.450150.080.160.180.250.120.140.190.220.080.170.080.180.110.100.110.150.150.170.170.270.1552.27.455150.070.140.160.230.110.130.180.200.070.150.070.160.100.090.090.140.130.150.160.250.1357.07.460150.060.120.150.200.100.120.170.180.060.140.060.140.090.080.080.120.110.140.150.240.1261.87.465150.060.110.140.190.100.110.150.170.060.130.050.130.090.080.070.110.100.130.140.220.1166.77.470150.050.090.130.170.090.110.140.150.050.120.050.110.080.070.060.100.090.120.130.210.1071.67.475150.050.080.120.160.080.100.130.140.050.110.040.100.080.060.060.090.080.110.130.200.0976.57.480150.040.080.110.140.080.090.130.130.040.100.040.090.070.060.050.080.070.100.120.190.0981.47.485150.040.070.100.130.070.090.120.120.040.090.030.090.070.060.050.080.070.090.110.180.0886.37.490150.030.060.090.120.070.080.110.110.030.090.030.080.060.050.040.070.060.090.110.170.0891.27.495150.030.060.090.110.060.080.110.100.030.080.030.070.060.050.040.060.060.080.100.170.0796.27.4100150.030.050.080.110.060.080.100.100.030.080.030.070.060.050.040.060.050.070.100.160.07101.17.4105150.030.050.080.100.060.070.100.090.030.070.020.060.050.040.030.060.050.070.100.150.06106.17.4110150.030.050.070.090.050.070.090.080.030.070.020.060.050.040.030.050.040.060.090.150.06111.07.4115150.020.040.070.090.050.060.090.080.020.070.020.050.050.040.030.050.040.060.090.140.06116.07.4120150.020.040.070.080.050.060.080.070.020.060.020.050.050.040.030.050.040.050.090.140.05120.97.4125150.020.040.060.080.040.060.080.070.020.060.020.050.050.030.020.040.040.050.080.130.05125.97.4130150.020.040.060.070.040.060.080.070.020.060.020.040.040.030.020.040.030.050.080.130.05130.97.4135150.020.030.060.070.040.050.070.060.020.050.020.040.040.030.020.040.030.040.080.130.05135.87.4140150.020.030.050.060.040.050.070.060.020.050.020.040.040.030.020.040.030.040.080.120.04140.87.4145150.020.030.050.060.040.050.070.060.020.050.010.040.040.030.020.030.030.040.070.120.04145.87.4150150.020.030.050.060.040.050.070.050.020.050.010.030.040.030.020.030.030.040.070.120.04150.77.4155150.010.030.050.060.030.050.060.050.010.040.010.030.040.020.020.030.020.030.070.110.04155.77.4160150.010.030.040.050.030.050.060.050.010.040.010.030.040.020.020.030.020.030.070.110.04160.77.4165150.010.020.040.050.030.040.060.040.010.040.010.030.030.020.010.030.020.030.070.110.03165.77.4170150.010.020.040.050.030.040.060.040.010.040.010.030.030.020.010.030.020.030.060.100.03170.77.4175150.010.020.040.050.030.040.060.040.010.040.010.020.030.020.010.030.020.030.060.100.03175.67.4180150.010.020.040.040.030.040.050.040.010.040.010.020.030.020.010.020.020.020.060.100.03180.67.4185150.010.020.040.040.030.040.050.040.010.030.010.020.030.020.010.020.020.020.060.100.03185.67.4190150.010.020.030.040.030.040.050.040.010.030.010.020.030.020.010.020.020.020.060.100.03190.67.4195150.010.020.030.040.030.040.050.030.010.030.010.020.030.020.010.020.020.020.060.090.03195.60.00.00.00.0

Dr. Ferhat zepBalangca Dnmek iin Tklayn !

Esteva (1970)Davenport (1972)Donovan (1973a)Esteva ve Villaverde (1973)Donavan(1973b)Donavan(1973c)McGuier (1974)Shah ve di.(1973)Oliviera (1974)KatayamaEsteva ve di.Joyner ve Boore (1981)Campbell (1981a)Campbell (1981b)Newmark ve Roseblueth (1971)Kanai (1966)Esteva ve Roseblueth (1964)Fukishima ve di. (1988)Abrahamson ve Liehiser (1989)Campbell (1997)Episantr Uzakl (km)vme (g)eitli Aratrmaclara Gre vme Azalm likileri

SPEKTRAL VME ANALZFN0FR0Sa0Ss0Mw7.4Rjb20.0Akkar ve Bommer (2009) Yaklam ile Psedo-Spektral vmeAkkar S and Bommer J J 2010 Empirical equations for the prediction of PGA, PGV, and spectral accelerations in Europe, the Mediterranean Region, and the Middle East; Seismol Res Lett 81 195206SaSsFnFrRjbMTb1b2b3b4b5b6b7b8b9b10120000207.40,001.041590.91333-0.08140-2.927280.281207.866380.087530.01527-0.041890.080150.261000.09940312.19541637060.320000207.40.002.115280.72571-0.07351-3.332010.335347.747340.04707-0.02426-0.042600.086490.272000.11420419.55525289800.430000207.40.002.119940.75179-0.07448-3.105380.302538.214050.02667-0.00062-0.049060.079100.272800.11670555.25495463400.570000207.40.001.644890.83683-0.07544-2.758480.254908.317860.025780.01703-0.041840.078400.278800.11920699.11709234830.710000207.40.000.920650.96815-0.07903-2.492640.217908.219140.065570.02105-0.020980.084380.282100.10810766.32587678550.780000207.40.000.139781.13068-0.08761-2.338240.200897.206880.098100.03919-0.048530.085770.287100.09900762.73440579100.780000207.40.00-0.840061.37439-0.10349-2.191230.181396.542990.128470.04340-0.055540.092210.290200.09760701.84454269770.720000207.40.00-1.322071.47055-0.10873-2.129930.174856.247510.162130.06695-0.047220.090030.298300.10540657.20745428920.670000207.40.00-1.703201.55930-0.11388-2.127180.171376.571730.212220.09201-0.051450.099030.299800.11010605.56927234080.620000207.40.00-1.972011.61645-0.11742-2.166190.177006.780820.241210.11675-0.052020.099430.303700.11230561.27428488040.570000207.40.00-2.769251.83268-0.13202-2.129690.168777.174230.259440.13562-0.042830.085790.307800.11630528.58864439860.540000207.40.00-3.516722.02523-0.14495-2.042110.156176.761700.264980.14446-0.042590.069450.307000.12740490.64965303490.500000207.40.00-3.927592.08471-0.14648-1.881440.136216.101030.277180.15156-0.038530.059320.300700.14300454.65455030540.460000207.40.00-4.494902.21154-0.15522-1.790310.129165.191350.285740.15239-0.034230.051110.300400.15460408.26092762600.420000207.40.00-4.629252.21764-0.15491-1.798000.134954.463230.303480.15652-0.041460.046610.297800.16260388.39406740880.400000207.40.00-4.950532.29142-0.15983-1.813210.139204.279450.315160.16333-0.040500.042530.297300.16020367.20924184910.370000207.40.00-5.328632.38389-0.16571-1.772730.132734.370110.321530.17366-0.039460.033730.292700.15840342.12242532120.350000207.40.00-5.757992.50635-0.17479-1.770680.130964.621920.335200.18480-0.037860.028670.291700.15430313.01503285630.320000207.40.00-5.826892.50287-0.17367-1.762950.130594.653930.348490.19061-0.028840.024750.291500.15210293.40899936970.300000207.40.00-5.905922.51405-0.17417-1.798540.135354.845400.359190.19411-0.022090.025020.291200.14840275.80853848880.280000207.40.00-6.170662.58558-0.17938-1.807170.135994.975960.366190.19519-0.022690.021210.289500.14830258.63693904660.260000207.40.00-6.603372.69584-0.18646-1.738430.124855.044890.372780.19461-0.026130.011150.288800.14650244.61196216820.250000207.40.00-6.903792.77044-0.19171-1.711090.122275.009750.377560.19423-0.026550.001400.289600.14270230.46802174330.240000207.40.00-6.961802.75857-0.18890-1.665880.114475.089020.381490.19402-0.020880.001480.287100.14350224.89448544670.230000207.40.00-6.992362.73427-0.18491-1.591200.102655.032740.381200.19309-0.016230.004130.287800.14390220.96632708210.230000207.40.00-6.746132.62375-0.17392-1.528860.091295.083470.387820.19392-0.018260.004130.286300.14530221.32683309990.230000207.40.00-6.517192.51869-0.16330-1.465270.080055.144230.388620.19273-0.01902-0.003690.286900.14270224.60813374440.230000207.40.00-6.558212.52238-0.16307-1.482230.081735.290060.386770.19082-0.01842-0.008970.288500.14280221.38660105140.230000207.40.00-6.619452.52611-0.16274-1.482570.082135.334900.386250.19285-0.01607-0.008760.287500.14580215.41194166500.220000207.40.00-6.627372.49858-0.15910-1.433100.075775.194120.382850.19161-0.01288-0.005640.285700.14770210.88255383330.220000207.40.00-6.717872.49486-0.15689-1.353010.063795.157500.378670.18812-0.01208-0.002150.283900.14680206.02936224960.210000207.40.00-6.807762.50291-0.15629-1.312270.056975.274410.372670.18568-0.00845-0.000470.284500.14500200.83169469140.200000207.40.00-6.836322.51009-0.15676-1.332600.058705.545390.369520.18149-0.00533-0.000060.284400.14570195.28114767960.200000207.40.00-6.886842.54048-0.15995-1.409310.068605.938280.365310.17617-0.00852-0.003010.284100.15030193.02606760470.200000207.40.00-6.946002.57151-0.16294-1.476760.076726.365990.359360.17301-0.01204-0.007440.284000.15370191.32686940560.200000207.40.00-7.091662.62938-0.16794-1.540370.084286.822920.352840.16945-0.01386-0.013870.284000.15580189.98518845140.190000207.40.00-7.228182.66824-0.17057-1.542730.083257.116030.347750.16743-0.01402-0.014920.283400.15820186.77718694760.190000207.40.00-7.297722.67565-0.17004-1.509360.076637.319280.345610.1673-0.01526-0.011920.282800.15920183.46558710950.190000207.40.00-7.355222.67749-0.16934-1.469880.070657.259880.341420.16325-0.01563-0.007030.282600.16110178.98613243090.180000207.40.00-7.407162.68206-0.16906-1.438160.065257.253440.33720.16171-0.01848-0.003510.283200.16420174.25944799540.180000207.40.00-7.504042.71004-0.1713-1.443950.066027.260590.332980.15839-0.02258-0.004860.283500.16570169.64854114140.170000207.40.00-7.555982.72737-0.17291-1.457940.067747.40320.33010.15496-0.02626-0.007310.283600.16650164.26535323090.170000207.40.00-7.534632.71709-0.17221-1.466620.06947.461680.326450.15337-0.0292-0.008710.283200.16630159.62613176530.160000207.40.00-7.508112.71035-0.17212-1.496790.074297.512730.324390.15264-0.03484-0.012250.283000.16610155.61633883790.160000207.40.00-8.091682.91159-0.1892-1.556440.084287.770620.313540.1443-0.03985-0.019270.283000.16270150.62384137850.150000207.40.00-8.110572.92087-0.19044-1.595370.090527.877020.309970.1443-0.04155-0.023220.283000.16270147.46749857490.150000207.40.00-8.162722.93325-0.19155-1.604610.092847.917530.308260.14412-0.04238-0.026260.282900.16330143.83833611320.150000207.40.00-7.947042.85328-0.18539-1.574280.090777.619560.320710.14321-0.04963-0.023420.281500.16320137.97898547970.140000207.40.00-7.966792.85363-0.18561-1.578330.092887.596430.318010.14301-0.0491-0.025700.282600.16450134.19738989610.140000207.40.00-7.978782.849-0.18527-1.577280.094287.503380.314010.14324-0.04812-0.026430.282500.16650130.85818563630.130000207.40.00-7.884032.81817-0.1832-1.603810.098877.539470.311040.14332-0.0471-0.027690.281800.16810127.83151206680.130000207.40.00-7.681012.7572-0.17905-1.652120.10687.618930.308750.14343-0.04607-0.028190.281800.16880125.71696648710.130000207.40.00-7.725742.82043-0.18717-1.887820.140498.122480.311220.14255-0.05106-0.029660.283800.17410125.11652166390.130000207.40.00-7.532882.74824-0.18142-1.895250.143567.922360.309350.14223-0.05024-0.029300.284500.17590124.17270963640.130000207.40.00-7.415872.69012-0.17632-1.870410.142837.499990.306880.14074-0.04887-0.029630.285400.17720123.05028976040.130000207.40.00-7.345412.65352-0.17313-1.860790.14347.266680.306350.14052-0.04743-0.029190.286200.17830121.72014889360.120000207.40.00-7.245612.61028-0.16951-1.856120.144447.118610.305340.13923-0.04731-0.027510.286700.17940120.68462235140.120000207.40.00-7.071072.56123-0.16616-1.904220.151277.362770.305080.13933-0.04522-0.027760.286900.17880119.79213475250.120000207.40.00-6.993322.52699-0.16303-1.897040.150397.450380.303620.13776-0.04203-0.026150.287400.17840118.79991181030.120000207.40.00-6.956692.51006-0.16142-1.901320.150817.602340.299870.13584-0.03863-0.024870.287200.17830117.94864806630.120000207.40.00-6.929242.45899-0.15513-1.768010.133147.21950.297720.13198-0.03855-0.024690.287600.17850117.93039460510.12

Balangca Dnmek iin Tklayn !Dr. Ferhat zepFaydan en ksa uzaklk (km)Tasarm Magnitt deeriVs 350'den kkse 1 deilse 0 deerini giriniz !!!Vs 350'den kkse 1 deilse 0 deerini giriniz !!!Normal ve Ters faylar iin 1, Dorultu atml faylar iin 0 deerini giriniz !!!Normal ve Ters faylar iin 1, Dorultu atml faylar iin 0 deerini giriniz !!!

Periyot (sec)Psedo-Spektral vme (g)Akkar ve Bommer (2009) Yaklam (Snm: %5)

ZEMN VME / HIZ / YERDETRME SPEKTRUMLARIM7.47.4Deprem & Zemin EtkileimliEpisantral Uzaklk (km)2525Tvme (cm/sn2)Yerdeitirme (cm)Hz (cm/sn)h1150.123910.6038h2350.1516290.9239g11.80.212651.2740VS13000.2510711.6842g22.10.39792.2147VS26000.359893.0455a0.430.430.411714.7074To0.430.430.4511035.61790.56794.26540.554933.74430.63983.60380.653393.60350.72993.68330.752693.79320.82453.93310.852254.09300.92094.26300.951954.432911844.61291.051734.80291.11644.98291.151565.18281.21485.37281.251425.57281.31365.76281.351305.96281.41256.16281.451206.36281.51166.56281.551126.77281.61086.97271.651057.17271.71027.38271.75997.58271.8967.79271.85937.99271.9908.20271.95888.40272868.61272.05848.82272.1819.02272.15809.23272.2789.44272.25769.65272.3749.85272.357310.06272.47110.27272.456910.48272.56810.6927II. Yaklamizelge. Kawashima ve di. (1984) Yaklam iin katsaylarKawashima ve di. (1984) YaklamcSert ZeminOrta ZeminYumuak ZeminMEpisantral Uzaklk (km)Periyodvme (S)vme (O)vme (Y)ababab7.5250.1804668434-1.1824200.218480.2613070.217.5250.15950832529-1.1824070.226290.299480.247.5250.28411035529-1.1812690.254660.3211280.237.5250.3538995499-1.185750.272670.3512630.227.5250.5333759646-1.182120.31020.395810.287.5250.7229605820-1.181030.3234.30.4465.70.427.5251126589734-1.1840.10.3450.557.40.547.5251.5105338530-1.187.10.430.720.630.80.657.525272195328-1.185.80.420.350.640.350.677.52534285145-1.181.70.460.360.590.260.64Boore ve di. (1997) Yaklam ile vme KestirimiMw7.4Rjb25Vs, 30250MekanizmasDorultuBelirisizAtml FayTers FayPeriyodvme (g)0.00.250.230.280.20.490.450.531.00.350.330.37bss-0.3130.999-1.113brv-0.1171.17-1.009ball-0.2421.089-1.08b20.5270.7111.036b30-0.207-0.032b5-0.778-0.924-0.798bv-0.371-0.292-0.698Va139621181406h5.577.022.9

Bu Program Kanai (1961) yaklam ile zemin koullarna gre ivme hesab yapar.Zemin Hakim Periyodu:4h/VSA (Akustik Empedans): (g1 x VS1) / (g2 xVS2)M: Deprem MagnitdEpisantr: Deprem Dmerkezi (km)T: Depremin Hakim Peryodu (s)a: Akustik EmpedansTo: Zemin Hakim Titreim Periyodu (s)h1:Birincitabaka kalnl (m) g1: Birinci Tabaka Younluk (gr/cm^3)g2: kinci Tabaka Younluk (gr/cm^3)VS1: Birinci Tabaka Vs Hz (m/s)VS2: Birinci Tabaka Vs Hz (m/s)Balangca Dnmek iin Tklayn !Dr. Ferhat zepMoment Magnitd(Mw>=5)Faya En Ksa Yatay Uzaklk (km)Zeminin ilk 30 m'si iin ortalama Vs (Kayma Dalgas) Hz (m/sn)

T periyod (sn)Yerdeitirme (cm)Zemin Yerdeitirme Spektrumu

Peryod (sn)Hz (m/sn)Zemin Hz Sprektrumu

Periyod (sn)vme (cm/sn2)Zemin vme Spektrumu

Mekanizmas BelirsizDorultu Atml FayTers FayPeryod (sn)vme (g)vme Spektrumu

vme (Sert Zemin)vme (Orta Zemin)vme (Yumuak Zemin)Doal Peryod (sn)vme (cm/sn2)eitli Zemin Trleri in vme Spektrumu

ZEMN BYTME ANALZDerinlik (m)GmaxKayma Dalgas HzYounluk (gr/cm3)Bytme Analizi (Greceli) IBytme Deeri1.84281501.9Midorikawa (1987)A2.63.34281501.9Joyner ve Fumal (1984)A2.04.84281501.9Borcherdt ve di. (1991)Zayf HareketAHSA3.16.34281501.9Kuvvetli HareketAHSA2.77.84281501.99.34281501.910.84281501.9Aratrma Derinlii (m)Derinlik (m)Vs Hz12.310162202.11.81.8150Vs, 3013.810162202.13.31.5150225.015.310162202.14.81.515016.810162202.16.31.515018.310162202.17.81.515019.810162202.19.31.515021.355005002.210.81.515022.855005002.212.31.522024.355005002.213.81.522025.855005002.215.31.522027.355005002.216.81.522028.855005002.218.31.52203055005002.219.81.522021.31.550022.81.550024.31.550025.81.550027.31.550028.81.5500301.2500Bytme Analizi (ki Tabaka) IIh130vs1140r11.7vs2600r22.1To0.86p3.14a0.19Rezonans DurumuBytme5.29PeriyodBal Bytme0.11.550.21.100.33.440.41.020.51.110.61.560.72.580.84.580.94.9313.461.12.601.22.141.31.871.41.691.51.561.61.471.71.401.81.341.91.3021.262.11.242.21.212.31.192.41.172.51.16Bytme Analizi (Snml Zemin) IIIh130vs1140To0.86Snm0.2p3.14Rezonas DurumuBytme3.18PeriyodBal Bytme0.10.360.20.620.31.080.40.840.50.950.61.300.71.940.82.820.93.2412.861.12.391.22.051.31.821.41.661.51.541.61.451.71.391.81.341.91.2921.262.11.232.21.212.31.192.41.172.51.16Bytme Analizi (Snmsz Zemin) IVh130vs1140Tz0.86p3.14RezonansDurumu Bytme1255.77PeriyodBal Bytme0.11.590.21.110.34.450.41.030.51.110.61.610.72.900.89.000.913.2514.481.12.941.22.301.31.961.41.751.51.601.61.501.71.421.81.361.91.3221.282.11.252.21.222.31.202.41.182.51.16

Bu Program iki tabakal zemin koular iin BYTME hesab yapar.

Hazrlayan: Dr. Ferhat zep .. Mh. Fak. Jeofizik Mh. Bl.r1 : Birinci Tabaka Younluk (gr/cm3)r2 : kinci Tabaka Younluk (gr/cm3)VS1 : Birinci Tabaka Vs Hz (m/s)VS2 : Birinci Tabaka Vs Hz (m/s)a : Akustik EmpedansAo : ki Hz arayzeyindeki Genlik0,4 ila 2,0 sn peryodundaki ortalama yatay spektral bytme0,4 ila 2,0 sn peryodundaki ortalama yatay spektral bytme30m derinlie kadar ortalama kayma dalgas hz (Vs, 30 15Orta OlaslkBL5 PL 15Dk OlaslkCLPL < 5ekil 2. Bykl 7,5 deprem iin temiz ve siltli kumlar iin SPT (N)60 - CSR Aba (Youd ve di., 2001)TANE BOYU DAILIMI & SIVILAMAM7.4vme, a (g olarak)0.40rnek AIwasaki ve di. (1978) Yaklam ileTane Boyutu (mm)Arlka nce Oran (%)Tane Boyutu (D50), nce erii (FC), SPT (N) Deerine Gre Svlama Analizi37.50095.0020.00089.6014.00086.4010.00082.90FN=nce OranSPT (Arazi)R2R36.30072.30FaktrlerR1R2 (a)R2(b)R2( c )R2R3(a)R3(b)R33.35035.70ZeminDeprem0.3972767790.19-0.034852941-0.05-0.03485000.0001.18015.400ADD50RLGK0.40577299220.19-0.034852941-0.05-0.03485000.0000.69.601.80.5418.70.40.50.70.38457924840.19-0.034852941-0.05-0.03485000.0000.2121.23.30.54220.40.70.60.3663934120.19-0.034852941-0.05-0.03485000.0004.80.54220.30.70.50.35056528950.19-0.034852941-0.05-0.03485000.0006.30.54220.30.70.50.33662584120.19-0.034852941-0.05-0.03485000.0007.80.54220.30.70.40.32422705930.19-0.034852941-0.05-0.03485000.0009.30.54220.30.70.40.31310456370.19-0.034852941-0.05-0.03485000.00010.80.54220.30.70.40.30305341960.19-0.034852941-0.05-0.03485000.00012.30.54220.30.70.40.2939119880.19-0.034852941-0.05-0.03485000.00013.80.54220.30.70.40.28555083270.19-0.034852941-0.05-0.03485000.00015.30.54220.30.60.40.27786491540.19-0.034852941-0.05-0.03485000.000ekil 4. Svlama Duyarl & Tane Boyutu likisi (Finn, 1972)16.80.54220.30.60.40.2707679840.19-0.034852941-0.05-0.03485000.00018.30.54220.20.60.40.26418846270.19-0.034852941-0.05-0.03485000.00019.80.54220.20.50.421.30.54220.20.50.5SIVILAMAYA DUYARLI ALANIN MAKSMUM GENLNN DEERLENDRLMESA) Deprem Bykl (Mj) & Svlamann Maksimum Episantral UzaklBAIL SIKILIK (Dr, %)'YE GRE SIVILAMA RSKMj6.5R (km)25.4R (km)108.8R (km)52.5B) Episantral/Fay Uzakl & Svlamay Tetikleyecek Depremin Bykl (Mw)Re (km)50.0Mw6.5Rf (km)50.0Mw6.7rnek 1vme0.2C) Trkiye iin Svlamay Tetikleyecek Depremin Bykl ,Ms (Ulusay ve di. (2000)Dr (%)0.5D (km)25h (km)10R (km)26.9Ms5.2Alt SnrMs6.3OrtalamaMs7.4st SnrMs7.4R (km)106.4st Snr66.4Ortalama26.4Alt Snrekil 3. Bal Sklk ile vme parametresine gre Svlama Riski (Tezcan ve Teri, 1996)Siltli ve Killi Kumlarn Svlama Olasl (Andrews ve Martin, 2000)Simgeler/Ksaltmalarsv =rt yk gerilmesiKil ierii %sv' =efektif gerilme9SITK = Su ieren Tabaka Kalnl (m)AD = Analiz / Aratrma Derinlii (m)LL=32 SE AYRINTI ALIMALAR GEREKRFC = nce eiri (Fine Content)Y.A.S.S.= Yeraltsuyu Seviyesi (m)g = Birim Hacim ArlklarSvlamaya Bal Zemin DeformasyonlarM = Tasarm Depremi Magnitdvme (a) = Tasarm depremi vmesi (g)q20(%)Svlama Yap/Bina Etkileimi (Veletsos ve Meek, 1974)SPT Arazi = Arazi SPT(N) DeeriH5(m)N1(60) = Dzeltilmi SPT (N) DeeriD4.5mVs (Arazi)= Arazi Kayma Dalgas Hz DeeriVs final180m/snVs1 = Dzeltilmi Kayma Dalgas Hz Deerih efektif4mrd=Stres azaltma faktrT yap0.6snCN ve CV = SPT(N) ve Vs iin Efektif Gerilme iin Dzeltme Faktr27CE, CB, CS ve CR =Enerji Oran, Kuyu ap, Numune alma yntemi ve Tij boyu dzeltmesiCSR ve CRR = Proje Depreminin Oluturduu (CSR) yada Zemin tarafndan oluturulan (CRR)R15kmM7.4MSF= Magnitd lekleme FaktrLSR1.0mDr (%) = Yzde olarak bal sklk/rlatif sklkSPTN (N) iin Srasyla Kuyu ap, Numune alma Yntemi ve Tij boyu dzeltmesiRf= Diri (km) Faydan UzaklkRe= Episantral Uzaklk yada olas deprem odandan Uzaklk (km)Devirsel Kayma Gerilmesi Oran (Cyclic Stress Ratio yada Cyclic Resistance Ratio)Mw= Depremin Moment ByklMJ=Japon Meteoroloji Ajansnn Magnitd leiSY = Svlama Yok, SO= Svlama Olas ve SV=Svlama VarLp = Svlama PotansiyeliPL = Svlama OlaslNot: Bu programda (1) eer su ieren tabaka kalnl sfrsa svlama olmayacandan otomatik olarak GK=2 alnmaktadr.(2) Teorik olarak N1(60) deeri 30'dan, SPT (Arazi) deeri 50'den ve Vs1 deeri de vs1c (maksimum 220 m/sn)den byk deerlerde svlama beklenmezProgram bu deerden byk deerler iin, SY (Svlama Yok) ifadesi vermektedir.*****Svlamaya Bal Zemin Oturmalarn kestrilmesi( Ishihara ve Yoshimine (1992) Yaklam )ADOturmalar-1.81.81.19cm0.77106015691.19-3.33.32.61cm0.64279682782.61-4.84.82.78cm0.57623418212.78-6.36.33.21cm0.48095663463.21-7.87.83.14cm0.48452880853.14-9.39.33.39cm0.44371892743.39-10.810.83.44cm0.44375175753.44-12.312.33.60cm0.43075267463.60-13.813.83.74cm0.42782454513.74-15.315.33.85cm0.43187189583.85-16.816.83.96cm0.43979870733.96-18.318.34.05cm0.44884338644.05-19.819.84.13cm0.45703575994.13-21.321.34.23cm0.46335303224.23SSd47.32cmNot: GK > 1.4 ise oturmann 0 (sfr) olduu (yani olmad ) varsaylmtr

Ya "deprem Ynetmelii"ndenYa da "vme Azalm likileri"nden yararlanmak iin hcreyi tkla!Ayrntl analiz iin deprem risk analizi blmne gitmek iin hcreyi tkla!Kuribayashi ve Tatsuoka (1975)Wakamatsu (1991)Wakamatsu (1993)Episantral UzaklkAmbraseys (1988)Faydan UzaklkAmbraseys (1988)Balangca Dnmek iin Tklayn !N1(60) 30'dan bykse "SY"Dr. Ferhat zepEpisantral Uzakl (km)Odak dernlii (km)Odaktan Uzaklk (km)Yzey Dalgas MagnitdSPT (Arazi) 50'den bykse "SY"VS1>VS1c ise "SY"Grafii izdirmek iin "VeriYok" yazl hcreleri silin !!!Grafii izdirmek iin "VeriYok" yazl hcreleri silin !!!Analiz Yapmadan nceVeri Girii Blmndelgili Verileri Giriniz !Analiz Yapmadan nceVeri Girii Blmndelgili Verileri Giriniz !Analize devam iin AayaII IVAnalize devam iin AayaII IVAnalize devam iin AayaII IVAnaliz Yapmadan nceSPT Verilerini Bir nceki Blmde Giriniz !Analiz Yapmadan nceVeri Girii Blmndelgili Verileri Giriniz !Analiz Yapmadan nce Veri Girii Blmndelgili Deprem Verileri Giriniz !Analiz Yapmadan nce Veri Girii Blmnde lgili Deprem Verileri Giriniz !Eik vmenin 1,6 kat alnr.Deprem Blgelerine Gre yada Azalm likilerinden se!ncelenen Zemin Tabakas Derinliincelenen Zemin Tabakas Kayma Dalgas HzDzeltilmi SPT Darbe SaysDzeltilmi Kayma Dalgas Hz (m/s)Svlama PotansiyeliIwasaki ve di. (1982)Iwasaki ve di. (1982)Svlama Olasl(% olarak)Liao ve di.(1988)Zemin yzeyinin ya da svlaan zemin tabakasnn eimiSvlaan zeminin kalnlYatay YerdeitirmeHamada ve di. (1986)Youd ve Perkins (1987)Episantrdan uzaklkDepremim Moment ByklZemin Mukavemetine bal genel yerdeitirmelerin en byk genliiHer bir tabaka iin ayr ayr dinamik oturma analizi yapmak iin **** (Hcreyi) Tklaynz ve "Oturma Analizi (Statik& Dinamik)" Blmne gidiniz!Deer hesaplanmas iin SPT ile Svlama Analizi Yaplmas Zorunludur !Toplam OturmaZemin sahann deprem sonras Kayma Dalgas HzEfektif Bina Ykseklii (genellikle yapyksekliinin te ikisi olarak alnmaktadr)Yapnn Doal PeriyoduDeerin 3 ile 20 arasnda olmasyaplarn svlama tetiklenme potansiyeli zerindeolumsuz ynde etki ettiini gstermektedir.Dzeltilmi kayma dalgas hz deeri 220'yi amamaldr !lkemiz iin % 45lkemiz iin 65-115 mmStandart Numune alc iin: 1.0 klfsz numune alc iin : 1.1-1.3Yeraltsuyu Dzeyi (m)Deprem Bykl

0.330.540.480.730.60.850.70.920.70.92

Svlama (Orta Risk)Svlama (Risk Yok)st SnrAlt Snrrnek 1vme (g)Dr (Bal Sklk) %vme-Dr (Bal Sklk, %) likisi

Svlama (Yksek Risk)&FPage &PSvlama Alt SnrSvlama st SnrLaboratuar VerisiTane Boyutu (mm)Arlka ince yzdesi111111Svlaan Alan&FPage &PSvlama Alt SnrSvlama st SnrLaboratuar VerisiTane Boyutu (mm)Arlka ince yzdesi111111Svlaan Alan&FPage &PSvlama Alt SnrSvlama st SnrLaboratuar VerisiTane Boyutu (mm)Arlka ince yzdesi111111Svlaan Alan&FPage &PSvlama Alt SnrSvlama st SnrLaboratuar VerisiElek NoTane Boyutu (mm)Arlka ince yzdesi#4#10#40#100#20011111111Svlaabilir Blge&FPage &PSvlama Alt SnrSvlama st Snrrnek AElek NoTane Boyutu (mm)Arlka Yzde (%)#4#10#40#100#2000.354.750.2420.130.4250.0920.150.0810.0750.070.90.060.80.050.70.040.60.030.50.020.40.010.30.0090.20.0080.10.0070.090.0060.080.0050.0040.0030.0020.001100100100959510080951007592100708710060845082417936723064225513331218112929187766SvlaabilirAlanSvlar (Gvensiz)Svlamaz(Gvenli)SPT Verisine GreGvenlik Katsays SnrVs Hz Verisine GreGKDerinlik (m)Gvenlik Katsays (GK) & Derinlik likisi111111111111111-1.80-3.3-3.3-1.8-4.8-4.8-3.3-6.3-6.3-4.8-7.8-7.8-6.3-9.3-9.3-7.8-10.8-10.8-9.3-12.3-12.3-10.8-13.8-13.8-12.3-15.3-15.3-13.8-16.8-16.8-15.3-18.3-18.3-16.8-19.8-19.8-18.3-21.3-21.3-19.8-21.3Svlar (Gvensiz)Svlamaz(Gvenli)Oturma & Derinlik GrafiiDerinlik (m)Oturma (cm)

sptvsvshz 85 kk0.10.330.54GkGkCSR Zemin VS Youd ve di. 2001 ve Adrus ve StokaoedPL SPTPL (N1(60))PL VsPL Grubucsrmax0,55PL (vs1)PL GrubuPL (%) Temiz KumlarPL (%) Siltli KumlarGkGkGkGk0.150.480.730.770.770.26820.640.640.2240.22430.22433.93547590243.946.105416811CLCSR (Z)6.11BL60.536.3600.770.770.640.64VS ilk tabaka yzay hzlar yksek efektif gerilem dzeltme faktr0.20.60.85Tane Boyutu (mm)Arlka % olarak ince oranArlka % olarak ince oran0.640.640.27190.520.520.2220.22190.221910.815219045210.8214.3933795016BL0.2682214.39BL83.248.1830.640.640.520.520.250.70.9251000.580.580.26300.330.330.1500.15000.150017.899868146717.9028.3601223898AL0.2719328.36AL90.955.6910.580.580.330.330.30.70.92495.000.480.480.22750.270.270.1260.12630.126327.549524225127.5538.9034314481AL0.2630038.90AL97.168.497b0b1b20.480.480.270.27395.000.480.480.23240.230.230.1120.11220.112232.366436111332.3748.1078710434AL0.2274648.11AL97.067.797Temiz Kumlar16.4476.4603-0.39760.480.480.230.23N1(60)FC292.000.440.440.21230.210.210.1020.10220.102239.70595226139.7156.1317400276AL0.2324056.13AL98.373.598Siltli Kumlar6.48312.6854-0.18190.440.440.210.21N160'n 30'dan byk art5%%35N1(60)FC)187.000.440.440.20850.200.200.0950.09460.094643.854611440243.8562.9618858929AL0.2123162.96AL98.373.6980.440.440.200.20GkTK0.8209.8523.1423.1423.1032.7723.12.12380.9840.430.430.19560.200.200.0890.08860.088648.487064055448.4968.5654461924AL0.2084968.57AL98.675.7990.430.430.200.200.771.82.3209.6223.3623.3623.3233.0423.41.71643533680.8820.430.430.18520.190.190.0840.08360.083651.718939368651.7272.9403451698AL0.1956272.94AL98.776.4990.430.430.190.190.641.53.810194.5822.8222.8222.7732.3822.81.47901486170.7790.430.430.17660.190.190.0790.07940.079453.675322967553.6876.1388998861AL0.1852376.14AL98.776.2990.430.430.190.190.581.55.31-1.8183.7520.3520.3520.3129.4220.31.3189146380.6720.440.440.16930.200.200.0760.07580.075854.586013960854.5978.2617213322AL0.1765978.26AL98.575.5980.440.440.200.200.481.56.81-3.3175.3920.7220.7220.6829.8620.71.2016089260.5640.450.450.16290.200.200.0730.07260.072654.717450711254.7279.4250585708AL0.1692679.43AL98.374.7980.450.450.200.200.481.58.31-4.8168.6419.1519.1519.1227.9919.21.1109012940.4550.460.460.15740.200.200.0700.06980.069854.290994365354.2979.7235762876AL0.1629479.72AL98.073.9980.460.460.200.200.441.59.81-6.3163.0218.8418.8418.8027.6118.81.03805395660.3100330.460.460.15250.200.200.0670.06730.067353.437963436253.4479.2107204222AL0.1574179.21AL97.873.2980.460.460.200.200.441.511.31-7.8158.2217.7517.7517.7126.3017.70.9778829950.295180.152520.431.512.81-9.3154.0616.8316.8316.7925.1916.80.92709267950.1008020.431.514.31-10.8150.3916.0416.0416.0024.2416.00.88347427420.0907520.431.515.81-12.3147.1215.3515.3515.3123.4115.30.84548466220.0807010.441.517.31-13.8144.1814.7414.7414.7122.6914.70.81200882930.070600.451.518.81-15.3141.5114.2014.2014.1722.0414.20.78221834630.060500.461.520.31-16.8139.0713.7113.7113.6821.4513.70.75548312670.050410.461.51-18.30.040361-19.80.03301-21.34.7501000.02222.0001000.0113VS1>VSC durumu0.4251000.00912CRR (z)GkGkPL (Vs1'den)PL GrubuSvlamaDzeyi0.1501000.008110.22430.646.1BLSV0.0751000.00790.22190.5214.4BLSV0.00690.15000.3328.4ALSV0.00580.12630.2738.9ALSV0.00470.11220.2348.1ALSV0.00370.10220.2156.1ALSV0.00260.09460.2063.0ALSV0.00160.08860.2068.6ALSV0.08360.1972.9ALSV0.07940.1976.1ALSV0.07580.2078.3ALSV0.07260.2079.4ALSV0.06980.2079.7ALSV0.06730.2079.2ALSVCRCSCs1.80.77106015690.77106015690.22893984311.81.59.13.12502885793.12502885790.751.001.13.30.64279682780.64279682780.35720317223.31.58.354.47396973134.47396973130.751.001.14.80.57623418210.57623418210.42376581794.81.57.64.83093032374.83093032370.851.001.16.30.48095663460.48095663460.51904336546.31.56.855.33317057915.33317057910.851.001.17.80.48452880850.48452880850.51547119157.81.56.14.71656140184.71656140180.951.001.19.30.44371892740.44371892740.55628107269.31.55.354.46415560784.46415560780.951.001.110.80.44375175750.44375175750.556248242510.81.54.63.83811287343.83811287341.001.001.112.30.43075267460.43075267460.569247325412.31.53.853.28740330393.28740330391.001.001.113.80.42782454510.42782454510.572175454913.81.53.12.66061586532.66061586531.001.001.115.30.43187189580.43187189580.568128104215.31.52.352.00265156742.00265156741.001.001.116.80.43979870730.43979870730.560201292716.81.51.61.34448310251.34448310251.001.001.118.30.44884338640.44884338640.551156613618.31.50.850.70272468240.70272468241.001.001.119.80.45703575990.45703575990.542964240119.81.50.10.0814446360.0814446361.001.001.121.30.46335303220.46335303220.536646967821.31.5-0.65-0.5232307936-0.52323079361.001.001.1

CN deeri "1,7"yi amamaldr !N1(60) < 30 0lmaldr !Vs1 < Vs1* olmaldr !% 5 veya daha dk ince tane oran erisine greDeer "1"den bykse ortam gvenli yani svlamaz, kk ise gvensiz yani svlar.Deer "1"den bykse ortam gvenli yani svlamaz, kk ise gvensiz yani svlar.Svlama Olasl(% olarak)Svlama Olasl(% olarak)N1(60) 30dan bykN1(60) 30dan kkVS1 214den kkVS1 214den bykIwasaki ve di. (1989)'a greSvlama Potansiyeli (% olarak)

SONU VE NERLER....... li ... lesi ..... Ada, .... Pafta, .... Parsel'deki arazi iinde ngrlen yapyeri iin yaplan zemin (jeofizik & geoteknik) incelemesinde;nceleme alannda, heyelan, sel, genel arazi gmesi, , kaya dmesi gibi doal afetlerden doan risk yoktur.Saha ve laboratuar bulgular birlikte deerlendirildiinde mevcut arazi koullarnda yap altnda temel zemin zelliklerinin aada gsterilen deerlerle karekterize edilmesi uygun olacaktr:Deprem BlgesiI. DereceBina nem Katsays, I1.5Yeraltsuyu Derinlii (m)2Zemin GrubuCYerel Zemin SnfZ2Zemin Karekteristik PeriyoduTA=0,15 - TB=0,40Yatak Katsays (ks); kN/m327000Temel Derinlii (en az), Df (m)5Etkin Yer vme Katsays0.4Zemin Emniyet Gerilmesi; kPa106Svlama Potansiyeli (Gs)YokturZemin yiletirmesiGerekmezBu rapor i bu krokide gsterilen konut alan iin geerli olup dier parsellerde kullanlamaz

Balangca Dnmek iin Tklayn !Dr. Ferhat zepZemin Emniyet Gerilmesi Heseb Blm (Kare Temel iin)Depreme Dayankl Yap Ynetmelii BlmDepreme Dayankl Yap Ynetmelii BlmDepreme Dayankl Yap Ynetmelii BlmDepreme Dayankl Yap Ynetmelii BlmYatak Katsays Belirlenemesi BlmZemin Emniyet Gerilmesi Heseb BlmDepreme Dayankl Yap Ynetmelii BlmSvlama Analizi BlmZemin nceleme Raporu rnek Sonu ve neriler FormatSONU VE NERLERI. DereceC270005106Yoktur

Bu programlar stanbul niversitesi Mhendislik FakltesiJeofizik Mhendislii Blm Lisans Programnda okutulan"Jeofizikte Zemin Davran" Dersi iin Yard.Do.Dr. Ferhat zep tarafndan hazrlanmtr.Bu programlar jeofizik ve geoteknik parametreleri elde etmek iin lmlerin nasl deerlendirileceini iermez . Ancakjeofizik ve geoteknik lm sonucu elde edilen parametrelerin (Vs hz, Ivme, SPT(N) deeri, zdiren Deeri,Laboratuar Verileri vb) inaatlarn projelendirilmesi srecinde gvenlik snrlar iinde nasl mhendislikparametresine/analizine (tama gc, oturma, bytme, svlama, yama stabilitesi vb) dntrlecei ileilgilidir.Analizi yaplan konular ile ilgili kavramsal bilgi ve kuramsal formlasyonlar aadaki ders notlarnda verilmitir:zep, F., 2005, Statik ve Dinamik (Deprem) Etkiler Altnda Zemin Davran ve Mhendislik Uygulamalar,TMMOB Jeofizik Mhendisleri Odas Yayn, Ankara.Bu program aadaki biimde referans verilmek suretiyle kullanlabilir:zep, F., 2005, "ZeminJeofizikAnaliz", Microsoft Excel Program, .. Mh. Fak. Jeofizik Mh. Bl., stanbul.Dikkat : Programda krmz ile yazl hcreler dnda dier hcrelerle oynamaynz veveri giriini yalnz bu hcreler kanalyla yapnz !!! Bu program paralarzemin davrannn teorik temellerinin nasl ilediine ynelik pratik uygulamalar iermektedir.Eer bu programlar mhendislik amal kullanlacak ve sonuta bir zemin inceleme raporuna baz tekiledecekse en az bir jeofizik ve (geoteknik konusunda uzman) bir inaat mhendisi tarafndan bu rapor hazrlanmalve imzalanmaldr.Bilgi alma ve danma iin internet ortamnda mail adresi olarak "ferozcep@istanbul.edu.tr"yi kullanabilirsiniz.Programn son gncellenme tarihine bakarak en yeni versiyonunu http://www.istanbul.edu.tr/eng/jfm/ozcep/adresinden indirebilirsiniz !ZeminJeofizikAnaliz programn her trl yasal hakk (telif ve kullanma) hakk(stanbul , Beikta 10. Noteri'nde 11 Austos 2006 tarih ve 8344 no ile Tescili ile)Ferhat zep'e aittir.Balangca Dnmek iin Tklayn !!!

Balangca Dnmek iin Tklayn !!!

MBD00024AFB.doc

MBD00024AFE.doc