Geotechnical Engineering Journal of the SEAGS & AGSSEA ISSN 0046-5828
Vol. 49 No.2 June 2018
Strength and Stiffness Parameters of Bangkok clays for Finite Element Analysis
By Suched Likitlersuang, Chhunla Chheng, Chanaton Surarak and Arumugam Balasubramaniam
ABSTRACT: Constitutive soil model and its parameters are the important issue in finite element analysis. Hardening soil model and Mohr-Coulomb model parameters of Bangkok clays for finite element analysis were evaluated in this study. To achieve this purpose, a case study of Sukhumvit MRT Station was selected to model in three dimensions with hardening soil and Mohr-Coulomb models. The instrumented data during construction was used to compare with the results from finite element analysis. PLAXIS 3D software was adopted as solving tool in this study. Lateral wall movement and ground surface settlement predictions were used to compare with the data. The outcomes were concluded that the hardening soil model characterised the Bangkok clay better than Mohr-Coulomb model in 3D finite element analysis for excavation.
KEYWORDS: Finite element analysis; Constitutive soil model; Deep excavation; Lateral wall movement; Ground surface settlement,
