Development Study Of T-Z CurveGenerated From Kentledge System And

Bidirectional TestBy N U rachmayanti

WORD COUNT 3959 TIME SUBMITTED 12-JAN-2021 02:17PM

PAPER ID 67783827

20%SIMILARITY INDEX

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Development Study Of T-Z Curve Generated From KentledgeSystem And Bidirectional TestORIGINALITY REPORT

PRIMARY SOURCES

Amy Wadu, A A Tuati, M R Sodanango. "Strategy ToReduce Traffic Jams On Piet A. Tallo Street, KupangCity", UKaRsT, 2020Crossref

ojs.unik-kediri.ac.idInternet

jp.ic-on-line.cnInternet

pt.scribd.comInternet

docplayer.netInternet

Anita Widianti, Willis Diana, Maratul Hasana. "DirectShear Strength of Clay Reinforced with Coir Fiber",UKaRsT, 2020Crossref

Sung-Ryul Kim, Sung-Gyo Chung. "Equivalent head-down load vs. Movement relationships evaluated frombi-directional pile load tests", KSCE Journal of CivilEngineering, 2012Crossref

docslide.netInternet

333 words — 6%

93 words — 2%

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46 words — 1%

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idoc.pubInternet

Kazem Fakharian, Nasrin Vafaei. "Effect of Density onSkin Friction Response of Piles Embedded in Sand bySimple Shear Interface Tests", Canadian Geotechnical Journal,2020Crossref

journal.um-surabaya.ac.idInternet

H. Moayedi, R. Nazir, S. Ghareh, A.Sobhanmanesh, Yean-Chin Tan. "PerformanceAnalysis of a Piled Raft Foundation System of Varying PileLengths in Controlling Angular Distortion", Soil Mechanics andFoundation Engineering, 2018Crossref

Yunlong Liu, Sai K. Vanapalli. "Load displacementanalysis of a single pile in an unsaturated expansivesoil", Computers and Geotechnics, 2019Crossref

www.tenniswest.com.auInternet

Dr. Ir. I Nengah Sinarta,ST.MT. (ScopusId:57118092800), I Made Bagastia Pinandika."Comparison of Pushover Method and Direct DisplacementMethod in Earthquake Load Analysis with Performance-BasedDesign Concepts", UKaRsT, 2020Crossref

rajasthanindustries.orgInternet

wjst.wu.ac.thInternet

www.tandfonline.comInternet

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Sravanthi Alamandala, R.L.N. Sai Prasad, RathishKumar Pancharathi, V.D.R. Pavan, P. Kishore."Study on bridge weigh in motion (BWIM) system for measuringthe vehicle parameters based on strain measurement using FBGsensors", Optical Fiber Technology, 2021Crossref

cot.unhas.ac.idInternet

Md. Nafiul Haque, Murad Y. Abu-Farsakh."Development of Axial Load Transfer (T-Z)Analytical Model for the PSC Piles", Geo-Congress 2019, 2019Crossref

Melissa Kurnia, Paulus Pramono Rahardjo.

"Performance Analysis Of “Toga” Foundation With Cap On ThickSoft Soil Based On Laboratory Models And Finite ElementAnalysis", UKaRsT, 2020Crossref

Gangqiang Kong, Yang Zhou, Qing Yang. "Groupeffect of dragload in pile groups embedded inconsolidating soil under embankment load", KSCE Journal of CivilEngineering, 2015Crossref

medsci.cnInternet

Vijay Kumar Patidar, Suneet Kaur, Nitin Dindorkar."Chapter 2 Bi-directional Static Pile Load Test by S-Cell Method", Springer Science and Business Media LLC, 2020Crossref

www.mdpi.comInternet

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Bobby Damara. "COST PERFORMANCEANALYSIS AND TIME DEVELOPMENTCONSTRUCTION PROJECT BRIDGE CHAINKARANGGENENG NAWACITA CS USING THE EARNED VALUEMETHOD", UKaRsT, 2020Crossref

membership.sciencepublishinggroup.comInternet

Lee, J.S.. "Equivalent pile load-head settlement curveusing a bi-directional pile load test", Computers andGeotechnics, 200803Crossref

Chai, J.. "Simulation of the progressive failure of anembankment on soft soil", Computers andGeotechnics, 200907Crossref

spectrum.library.concordia.caInternet

Dyah Wahyu Apriani, Umar Mustofa, RachmadHidayat. "SOIL SHEAR STRENGTH PARAMETERANALYSIS BASED ON BEHAVIOR ANALYSIS OF LANDSLIDECASE", UKaRsT, 2020Crossref

www.ifsttar.frInternet

www4.databasehuset.noInternet

library.ctr.utexas.eduInternet

Sungwon Park, Lance A. Roberts, Anil Misra."Characterization of "t-z" Parameters and TheirVariability for Auger Pressure Grouted Piles Using Field Load TestData", GeoFlorida 2010, 2010Crossref

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Crossref

Bengt H. Fellenius. "Discussion of “Development ofAxial Pile Load Transfer Curves Based onInstrumented Load Tests” by Cécilia Bohn, Alexandre Lopes dosSantos, and Roger Frank", Journal of Geotechnical andGeoenvironmental Engineering, 2018Crossref

7 words — < 1%