Simulation of triaxial CD test from 'Koševo layers' applying Soft Soil model in software program PLAXIS

For the purposes of defining the parameters of the model behavior 'Koševo layers' geomechanical laboratory tests were performed such as classification test and deformability test in oedometar test and shear strength test in consolidated undrained conditions (CU test) and in consolidated dr...

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Main Author: Mataradžija Milada A.
Format: Article
Language:English
Published: Savez inženjera i tehničara Srbije 2014-01-01
Series:Tehnika
Subjects:
Online Access:http://scindeks-clanci.ceon.rs/data/pdf/0040-2176/2014/0040-21761401051M.pdf
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author Mataradžija Milada A.
author_facet Mataradžija Milada A.
author_sort Mataradžija Milada A.
collection DOAJ
description For the purposes of defining the parameters of the model behavior 'Koševo layers' geomechanical laboratory tests were performed such as classification test and deformability test in oedometar test and shear strength test in consolidated undrained conditions (CU test) and in consolidated drained conditions (CD test). Simulation of triaxial test in software package Plaxis was performed with several models. Model simulations with application of different models of soil behavior is trying to find out which model best supports the model behavior of the tested soil material. The paper presents the results of simulation of triaxial CD test with Soft Soil model in software package Plaxis, based on finite element method and a comparison with laboratory results.
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spelling doaj.art-07bad76d138f408b877a240f2cef0ea12022-12-21T23:37:40ZengSavez inženjera i tehničara SrbijeTehnika0040-21762560-30862014-01-01691515710.5937/tehnika1401051M0040-21761401051MSimulation of triaxial CD test from 'Koševo layers' applying Soft Soil model in software program PLAXISMataradžija Milada A.0TRASA D.O.O Sarajevo, BiHFor the purposes of defining the parameters of the model behavior 'Koševo layers' geomechanical laboratory tests were performed such as classification test and deformability test in oedometar test and shear strength test in consolidated undrained conditions (CU test) and in consolidated drained conditions (CD test). Simulation of triaxial test in software package Plaxis was performed with several models. Model simulations with application of different models of soil behavior is trying to find out which model best supports the model behavior of the tested soil material. The paper presents the results of simulation of triaxial CD test with Soft Soil model in software package Plaxis, based on finite element method and a comparison with laboratory results.http://scindeks-clanci.ceon.rs/data/pdf/0040-2176/2014/0040-21761401051M.pdfKoševo layertriaxial testSoft Soil model simulation
spellingShingle Mataradžija Milada A.
Simulation of triaxial CD test from 'Koševo layers' applying Soft Soil model in software program PLAXIS
Tehnika
Koševo layer
triaxial test
Soft Soil model simulation
title Simulation of triaxial CD test from 'Koševo layers' applying Soft Soil model in software program PLAXIS
title_full Simulation of triaxial CD test from 'Koševo layers' applying Soft Soil model in software program PLAXIS
title_fullStr Simulation of triaxial CD test from 'Koševo layers' applying Soft Soil model in software program PLAXIS
title_full_unstemmed Simulation of triaxial CD test from 'Koševo layers' applying Soft Soil model in software program PLAXIS
title_short Simulation of triaxial CD test from 'Koševo layers' applying Soft Soil model in software program PLAXIS
title_sort simulation of triaxial cd test from kosevo layers applying soft soil model in software program plaxis
topic Koševo layer
triaxial test
Soft Soil model simulation
url http://scindeks-clanci.ceon.rs/data/pdf/0040-2176/2014/0040-21761401051M.pdf
work_keys_str_mv AT mataradzijamiladaa simulationoftriaxialcdtestfromkosevolayersapplyingsoftsoilmodelinsoftwareprogramplaxis