soil triaxial data group 1-3
DESCRIPTION
ข้อมูลผลการทดลอง กลุ่มที่ 1-3TRANSCRIPT
OWNER JOB NO.BORING NO. BH-1 SIMPLE NO. BT-2
DEPTH 2-3 mDATEDATE
MOTORIZED MANUAL0.0074
VERTICAL
DEFORMETION
10^-2 mm
Proving Ring
Reading (div)
Virtical Load
(kg)
Corrected
Area (cm^2)
Vertical
Stress (ksc)
Axial Strain
(%)
Vertical
Stress (ksc)remark
10 16.0 1.2413 10.0841 0.1231 0.1397 0.623120 18.0 1.3964 10.0982 0.1383 0.2793 0.638330 20.0 1.5516 10.1124 0.1534 0.4190 0.653440 22.0 1.7068 10.1266 0.1685 0.5587 0.668550 29.5 2.2886 10.1408 0.2257 0.6983 0.725760 32.0 2.4826 10.1551 0.2445 0.8380 0.744570 35.0 2.7153 10.1694 0.2670 0.9777 0.767080 37.5 2.9093 10.1838 0.2857 1.1173 0.785790 39.5 3.0644 10.1982 0.3005 1.2570 0.8005100 41.0 3.1808 10.2126 0.3115 1.3966 0.8115110 41.8 3.2428 10.2271 0.3171 1.5363 0.8171120 42.2 3.2739 10.2416 0.3197 1.6760 0.8197130 42.7 3.3127 10.2562 0.3230 1.8156 0.8230140 43.1 3.3437 10.2708 0.3256 1.9553 0.8256150 43.6 3.3825 10.2855 0.3289 2.0950 0.8289160 43.8 3.3980 10.3002 0.3299 2.2346 0.8299170 44.1 3.4213 10.3149 0.3317 2.3743 0.8317180 44.5 3.4523 10.3297 0.3342 2.5140 0.8342190 44.9 3.4833 10.3445 0.3367 2.6536 0.8367200 45.0 3.4911 10.3594 0.3370 2.7933 0.8370210 45.2 3.5066 10.3743 0.3380 2.9330 0.8380220 45.4 3.5221 10.3892 0.3390 3.0726 0.8390230 45.7 3.5454 10.4042 0.3408 3.2123 0.8408240 45.8 3.5532 10.4192 0.3410 3.3520 0.8410250 45.9 3.5609 10.4343 0.3413 3.4916 0.8413260 45.9 3.5609 10.4494 0.3408 3.6313 0.8408
PROVINGRING NO. PROVINGRING CONTENT
MECHINE DATA:LOADING RATE: 4.00 mm/min
INITIAL SIMPLE WT : SIMPLE WATER CONTENT :INITIAL SIMPLE HT : INITIAL SIMPLE AREA :
CHECK BYSIMPLE DATA:
SOIL DESCRIPTIONTESTED BY
PROJECT ก่อสร้างหมู่บ้านจัดสรรLOCATION
COLLEGE OF ENGINEERING TRIAXIAL
KASETSART UNIVERSITY COMPRESSION TEST
270 45.8 3.5532 10.4646 0.3395 3.7709 0.8395280 45.8 3.5532 10.4798 0.3390 3.9106 0.8390290 45.9 3.5609 10.4951 0.3393 4.0503 0.8393300 45.9 3.5609 10.5104 0.3388 4.1899 0.8388310 45.9 3.5609 10.5257 0.3383 4.3296 0.8383320 45.9 3.5609 10.5411 0.3378 4.4693 0.8378330 45.7 3.5454 10.5565 0.3358 4.6089 0.8358340 45.4 3.5221 10.5720 0.3332 4.7486 0.8332350 45.2 3.5066 10.5875 0.3312 4.8883 0.8312360 45.1 3.4989 10.6031 0.3300 5.0279 0.8300370 45.0 3.4911 10.6187 0.3288 5.1676 0.8288380 44.9 3.4833 10.6344 0.3276 5.3073 0.8276
OWNER JOB NO.BORING NO. BH-1 SIMPLE NO. BT-2
DEPTH 2-3 mDATEDATE
MOTORIZED MANUAL0.0774PROVINGRING NO. PROVINGRING CONTENT
MECHINE DATA:LOADING RATE: 4.00 mm/min
INITIAL SIMPLE AREA :INITIAL SIMPLE WT : SIMPLE WATER CONTENT :INITIAL SIMPLE HT :
CHECK BYSIMPLE DATA:
SOIL DESCRIPTIONTESTED BY
PROJECT ก่อสร้างหมู่บ้านจัดสรรLOCATION
COLLEGE OF ENGINEERING TRIAXIAL
KASETSART UNIVERSITY COMPRESSION TEST
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
0 1 2 3 4 5 6
OWNER JOB NO.BORING NO. BH-5 SIMPLE NO. BT-2
DEPTH 1-2 mDATEDATE
MOTORIZED MANUAL0.0074
VERTICAL
DEFORMETION
10^-2 mm
Proving Ring
Reading (div)
Virtical Load
(kg)
Corrected Area
(cm^2)
Vertical
Stress (ksc)
Axial Strain
(%)
Vertical Stress
(ksc)remark
10 14.5 1.1223 9.8040 0.1145 0.1426 1.114520 15 1.1610 9.8180 0.1183 0.2851 1.118330 16.9 1.3081 9.8320 0.1330 0.4277 1.133040 19 1.4706 9.8461 0.1494 0.5702 1.149450 23 1.7802 9.8603 0.1805 0.7128 1.180560 27.8 2.1517 9.8745 0.2179 0.8553 1.217970 32 2.4768 9.8887 0.2505 0.9979 1.250580 36.5 2.8251 9.9029 0.2853 1.1404 1.285390 42.4 3.2818 9.9172 0.3309 1.2830 1.3309100 47.8 3.6997 9.9316 0.3725 1.4255 1.3725110 51.5 3.9861 9.9460 0.4008 1.5681 1.4008120 55 4.2570 9.9604 0.4274 1.7106 1.4274130 57.6 4.4582 9.9749 0.4469 1.8532 1.4469140 60 4.6440 9.9894 0.4649 1.9957 1.4649150 62.1 4.8065 10.0039 0.4805 2.1383 1.4805160 64.1 4.9613 10.0185 0.4952 2.2808 1.4952170 66 5.1084 10.0331 0.5092 2.4234 1.5092180 67.8 5.2477 10.0478 0.5223 2.5659 1.5223190 69.2 5.3561 10.0625 0.5323 2.7085 1.5323200 70.6 5.4644 10.0773 0.5423 2.8510 1.5423210 72 5.5728 10.0921 0.5522 2.9936 1.5522220 72.8 5.6347 10.1070 0.5575 3.1361 1.5575230 73.7 5.7044 10.1219 0.5636 3.2787 1.5636240 74.5 5.7663 10.1368 0.5688 3.4212 1.5688250 75.1 5.8127 10.1518 0.5726 3.5638 1.5726260 75.9 5.8747 10.1668 0.5778 3.7063 1.5778270 76 5.8824 10.1819 0.5777 3.8489 1.5777
PROVINGRING NO. PROVINGRING CONTENT
MECHINE DATA:LOADING RATE: 4.00 mm/min
INITIAL SIMPLE WT : SIMPLE WATER CONTENT :INITIAL SIMPLE HT : INITIAL SIMPLE AREA :
CHECK BYSIMPLE DATA:
SOIL DESCRIPTIONTESTED BY
PROJECT นิคมอุตสาหกรรมมหานครLOCATION
COLLEGE OF ENGINEERING TRIAXIAL
KASETSART UNIVERSITY COMPRESSION TEST
280 76.7 5.9366 10.1970 0.5822 3.9914 1.5822290 78.2 6.0527 10.2122 0.5927 4.1340 1.5927300 77.9 6.0295 10.2274 0.5895 4.2766 1.5895310 78.1 6.0449 10.2426 0.5902 4.4191 1.5902320 78.1 6.0449 10.2579 0.5893 4.5617 1.5893330 78.8 6.0991 10.2733 0.5937 4.7042 1.5937340 78.9 6.1069 10.2887 0.5936 4.8468 1.5936350 79 6.1146 10.3041 0.5934 4.9893 1.5934360 79.5 6.1533 10.3196 0.5963 5.1319 1.5963370 79.9 6.1843 10.3351 0.5984 5.2744 1.5984380 80 6.1920 10.3507 0.5982 5.4170 1.5982390 80 6.1920 10.3663 0.5973 5.5595 1.5973400 80.1 6.1997 10.3820 0.5972 5.7021 1.5972410 80.2 6.2075 10.3977 0.5970 5.8446 1.5970420 80.3 6.2152 10.4135 0.5968 5.9872 1.5968430 80.4 6.2230 10.4293 0.5967 6.1297 1.5967440 81 6.2694 10.4451 0.6002 6.2723 1.6002450 81.1 6.2771 10.4611 0.6000 6.4148 1.6000460 81.1 6.2771 10.4770 0.5991 6.5574 1.5991470 81.2 6.2849 10.4930 0.5990 6.6999 1.5990480 81.2 6.2849 10.5091 0.5980 6.8425 1.5980490 81.3 6.2926 10.5252 0.5979 6.9850 1.5979500 81.5 6.3081 10.5413 0.5984 7.1276 1.5984510 81.6 6.3158 10.5575 0.5982 7.2701 1.5982520 81.8 6.3313 10.5738 0.5988 7.4127 1.5988530 81.9 6.3391 10.5901 0.5986 7.5552 1.5986540 81.9 6.3391 10.6065 0.5977 7.6978 1.5977550 82 6.3468 10.6229 0.5975 7.8403 1.5975560 81.9 6.3391 10.6393 0.5958 7.9829 1.5958570 81.9 6.3391 10.6558 0.5949 8.1254 1.5949580 81.9 6.3391 10.6724 0.5940 8.2680 1.5940590 81.9 6.3391 10.6890 0.5930 8.4105 1.5930600 81.9 6.3391 10.7057 0.5921 8.5531 1.5921610 81.9 6.3391 10.7224 0.5912 8.6957 1.5912620 81.9 6.3391 10.7391 0.5903 8.8382 1.5903630 81.9 6.3391 10.7560 0.5894 8.9808 1.5894
OWNER JOB NO.BORING NO. BH-5 SIMPLE NO. BT-2
DEPTH 1-2 mDATEDATE
MOTORIZED MANUAL0.0774PROVINGRING NO. PROVINGRING CONTENT
MECHINE DATA:LOADING RATE: 4.00 mm/min
INITIAL SIMPLE AREA :INITIAL SIMPLE WT : SIMPLE WATER CONTENT :INITIAL SIMPLE HT :
CHECK BYSIMPLE DATA:
SOIL DESCRIPTIONTESTED BY
PROJECT นิคมอุตสาหกรรมมหานครLOCATION
COLLEGE OF ENGINEERING TRIAXIAL
KASETSART UNIVERSITY COMPRESSION TEST
0
0.2
0.4
0.6
0.8
1
1.2
1.4
1.6
1.8
0 2 4 6 8 10
OWNER JOB NO.BORING NO. BH-1 SIMPLE NO. BT-2
DEPTH 2-3 mDATEDATE
MOTORIZED MANUAL
0.0074VERTICAL
DEFORMETION
10^-2 mm
Proving Ring
Reading (div)
Virtical Load
(kg)
Corrected Area
(cm^2)
Vertical
Stress (ksc)
Axial Strain
(%)
Vertical Stress
(ksc)remark
10 14.5 1.1223 8.4686 0.1325 0.1460 2.132520 16.5 1.2771 8.4810 0.1506 0.2920 2.150630 17.0 1.3158 8.4934 0.1549 0.4380 2.154940 18.0 1.3932 8.5059 0.1638 0.5839 2.163850 18.1 1.4009 8.5184 0.1645 0.7299 2.164560 18.3 1.4164 8.5309 0.1660 0.8759 2.166070 20.0 1.5480 8.5435 0.1812 1.0219 2.181280 23.0 1.7802 8.5561 0.2081 1.1679 2.208190 25.0 1.9350 8.5688 0.2258 1.3139 2.2258100 28.0 2.1672 8.5815 0.2525 1.4599 2.2525110 30.0 2.3220 8.5942 0.2702 1.6058 2.2702120 32.0 2.4768 8.6070 0.2878 1.7518 2.2878130 33.5 2.5929 8.6198 0.3008 1.8978 2.3008140 35.0 2.7090 8.6326 0.3138 2.0438 2.3138150 36.0 2.7864 8.6455 0.3223 2.1898 2.3223160 37.2 2.8793 8.6585 0.3325 2.3358 2.3325170 38.2 2.9567 8.6714 0.3410 2.4818 2.3410180 39.2 3.0341 8.6844 0.3494 2.6277 2.3494190 40.2 3.1115 8.6975 0.3577 2.7737 2.3577200 41.0 3.1734 8.7105 0.3643 2.9197 2.3643210 41.2 3.1889 8.7237 0.3655 3.0657 2.3655220 42.0 3.2508 8.7368 0.3721 3.2117 2.3721230 42.2 3.2663 8.7500 0.3733 3.3577 2.3733240 42.6 3.2972 8.7632 0.3763 3.5036 2.3763250 43.0 3.3282 8.7765 0.3792 3.6496 2.3792260 43.5 3.3669 8.7898 0.3830 3.7956 2.3830270 44.0 3.4056 8.8032 0.3869 3.9416 2.3869280 44.5 3.4443 8.8166 0.3907 4.0876 2.3907290 45.0 3.4830 8.8300 0.3944 4.2336 2.3944300 45.5 3.5217 8.8435 0.3982 4.3796 2.3982
TESTED BYCHECK BY
LOCATION
MECHINE DATA:
LOADING RATE:
PROVINGRING CONTENTPROVINGRING NO.
4.00 mm/min
TRIAXIALCOMPRESSION TEST
SIMPLE DATA:
INITIAL SIMPLE WT :INITIAL SIMPLE HT : INITIAL SIMPLE AREA :
SIMPLE WATER CONTENT :
COLLEGE OF ENGINEERING
KASETSART UNIVERSITY
SOIL DESCRIPTION
ก่อสร้างหมู่บ้านจัดสรรPROJECT
310 46.0 3.5604 8.8570 0.4020 4.5255 2.4020320 46.4 3.5914 8.8706 0.4049 4.6715 2.4049330 46.8 3.6223 8.8842 0.4077 4.8175 2.4077340 47.0 3.6378 8.8979 0.4088 4.9635 2.4088350 47.5 3.6765 8.9115 0.4126 5.1095 2.4126360 47.5 3.6765 8.9253 0.4119 5.2555 2.4119370 47.5 3.6765 8.9390 0.4113 5.4015 2.4113380 47.5 3.6765 8.9529 0.4107 5.5474 2.4107390 47.8 3.6997 8.9667 0.4126 5.6934 2.4126400 48.0 3.7152 8.9806 0.4137 5.8394 2.4137410 48.0 3.7152 8.9946 0.4130 5.9854 2.4130420 48.0 3.7152 9.0086 0.4124 6.1314 2.4124430 48.1 3.7229 9.0226 0.4126 6.2774 2.4126440 48.1 3.7229 9.0367 0.4120 6.4234 2.4120450 48.1 3.7229 9.0508 0.4113 6.5693 2.4113460 48.2 3.7307 9.0650 0.4115 6.7153 2.4115470 48.3 3.7384 9.0792 0.4118 6.8613 2.4118480 48.5 3.7539 9.0934 0.4128 7.0073 2.4128490 48.6 3.7616 9.1077 0.4130 7.1533 2.4130500 48.8 3.7771 9.1221 0.4141 7.2993 2.4141510 49.0 3.7926 9.1364 0.4151 7.4453 2.4151520 49.0 3.7926 9.1509 0.4145 7.5912 2.4145530 49.0 3.7926 9.1654 0.4138 7.7372 2.4138540 49.2 3.8081 9.1799 0.4148 7.8832 2.4148550 49.2 3.8081 9.1945 0.4142 8.0292 2.4142560 49.5 3.8313 9.2091 0.4160 8.1752 2.4160570 49.8 3.8545 9.2237 0.4179 8.3212 2.4179580 50.0 3.8700 9.2384 0.4189 8.4672 2.4189590 50.0 3.8700 9.2532 0.4182 8.6131 2.4182600 50.0 3.8700 9.2680 0.4176 8.7591 2.4176610 50.0 3.8700 9.2829 0.4169 8.9051 2.4169620 50.0 3.8700 9.2978 0.4162 9.0511 2.4162630 50.0 3.8700 9.3127 0.4156 9.1971 2.4156640 50.0 3.8700 9.3277 0.4149 9.3431 2.4149650 50.0 3.8700 9.3427 0.4142 9.4891 2.4142660 50.0 3.8700 9.3578 0.4136 9.6350 2.4136670 50.0 3.8700 9.3730 0.4129 9.7810 2.4129680 49.6 3.8390 9.3882 0.4089 9.9270 2.4089690 49.2 3.8081 9.4034 0.4050 10.0730 2.4050700 49.0 3.7926 9.4187 0.4027 10.2190 2.4027710 49.0 3.7926 9.4340 0.4020 10.3650 2.4020720 48.6 3.7616 9.4494 0.3981 10.5109 2.3981730 48.0 3.7152 9.4649 0.3925 10.6569 2.3925740 48.0 3.7152 9.4804 0.3919 10.8029 2.3919750 47.5 3.6765 9.4959 0.3872 10.9489 2.3872760 47.5 3.6765 9.5115 0.3865 11.0949 2.3865770 47.2 3.6533 9.5271 0.3835 11.2409 2.3835780 47.1 3.6455 9.5428 0.3820 11.3869 2.3820790 47.1 3.6455 9.5586 0.3814 11.5328 2.3814800 47.0 3.6378 9.5744 0.3800 11.6788 2.3800810 47 3.6378 9.5902 0.3793 11.8248 2.3793
820 47 3.6378 9.6061 0.3787 11.9708 2.3787830 46.8 3.62232 9.6221 0.3765 12.1168 2.3765840 46.5 3.5991 9.6381 0.3734 12.2628 2.3734850 46.5 3.5991 9.6542 0.3728 12.4088 2.3728860 46.5 3.5991 9.6703 0.3722 12.5547 2.3722870 46.5 3.5991 9.6865 0.3716 12.7007 2.3716880 46.5 3.5991 9.7027 0.3709 12.8467 2.3709890 46.5 3.5991 9.7190 0.3703 12.9927 2.3703900 46.5 3.5991 9.7353 0.3697 13.1387 2.3697
OWNER JOB NO.BORING NO. BH-1 SIMPLE NO. BT-2
DEPTH 2-3 mDATEDATE
MOTORIZED MANUAL
COLLEGE OF ENGINEERING TRIAXIAL
KASETSART UNIVERSITY COMPRESSION TESTPROJECT ก่อสร้างหมู่บ้านจัดสรร
CHECK BYSIMPLE DATA:INITIAL SIMPLE HT : INITIAL SIMPLE AREA :
LOCATIONSOIL DESCRIPTIONTESTED BY
LOADING RATE: 4.00 mm/min
PROVINGRING NO. PROVINGRING CONTENT 0.0774
INITIAL SIMPLE WT : SIMPLE WATER CONTENT :
MECHINE DATA:
2.1
2.15
2.2
2.25
2.3
2.35
2.4
2.45
0 2 4 6 8 10 12 14
Group 3
OWNER JOB NO.BORING NO. SIMPLE NO.
DEPTHDATEDATE
MOTORIZED MANUAL
VERTICAL
DEFORMETION
10^-2 mm
Proving Ring
Reading (div)
Virtical Load
(kg)
Corrected Area
(cm^2)
Vertical
Stress (ksc)
Axial Strain
(%)
Vertical Stress
(ksc)remark
PROVINGRING NO. PROVINGRING CONTENT
MECHINE DATA:LOADING RATE:
INITIAL SIMPLE WT : SIMPLE WATER CONTENT :INITIAL SIMPLE HT : INITIAL SIMPLE AREA :
CHECK BYSIMPLE DATA:
SOIL DESCRIPTIONTESTED BY
PROJECTLOCATION
COLLEGE OF ENGINEERING TRIAXIAL
KASETSART UNIVERSITY COMPRESSION TEST
OWNER JOB NO.BORING NO. SIMPLE NO.
DEPTHDATEDATE
MOTORIZED MANUALPROVINGRING NO. PROVINGRING CONTENT
MECHINE DATA:LOADING RATE:
INITIAL SIMPLE AREA :INITIAL SIMPLE WT : SIMPLE WATER CONTENT :INITIAL SIMPLE HT :
CHECK BYSIMPLE DATA:
SOIL DESCRIPTIONTESTED BY
PROJECTLOCATION
COLLEGE OF ENGINEERING TRIAXIAL
KASETSART UNIVERSITY COMPRESSION TEST
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1