Journal
COMPUTERS AND GEOTECHNICS
Volume 95, Issue -, Pages 68-81Publisher
ELSEVIER SCI LTD
DOI: 10.1016/j.compgeo.2017.09.016
Keywords
Deep excavation; Finite element modelling; Bangkok clays; Hardening soil model; Wall movement; Surface settlement
Categories
Funding
- Thailand Research Fund [RSA-5880023]
- Ratchadaphiseksomphot Endowment Fund
- AUN/SEED-Net (JICA)
Ask authors/readers for more resources
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.
Authors
I am an author on this paper
Click your name to claim this paper and add it to your profile.
Reviews
Recommended
No Data Available