Underground excavation behaviour in Bangkok using three-dimensional finite element method

作者：Chheng Chhunla; Likitlersuang Suched^*

来源：Computers and Geotechnics, 2018, 95: 68-81.

DOI：10.1016/j.compgeo.2017.09.016

• Deep excavation
• Finite element modelling
• Bangkok clays
• Hardening soil model
• Wall movement
• Surface settlement

This study provides evidence that three-dimensional finite element modelling can be effectively applied for deep excavation analysis in Bangkok. The Bangkok subsoils were modelled using the hardening soil model and their parameters were calibrated against the results of laboratory and field tests. A study of a MRT station excavation was initially used to validate the model. The predicted wall movements and surface settlements were compared with the instrument data and two-dimensional analysis from a previous study. Another deep excavation project was selected as an independent study. The result shows that the model can be confidently used for deep excavation analysis.

• 出版日期2018-3