3-D numerical analysis of consolidation effect on piled raft foundation in Bangkok subsoil condition
Journal article
Authors/Editors
Strategic Research Themes
No matching items found.
Publication Details
Author list: Watcharasawe K., Kitiyodom P., Jongpradist P.
Publication year: 2017
Journal: International Journal of GEOMATE (2186-2982)
Volume number: 12
Issue number: 31
Start page: 105
End page: 111
Number of pages: 7
ISSN: 2186-2982
Languages: English-Great Britain (EN-GB)
View in Web of Science | View on publisher site | View citing articles in Web of Science
Abstract
This study focused on the investigation of influencing factors on behaviour of piled raft foundation in Bangkok subsoil. To evaluate the possibility of implementing this system in Bangkok subsoil condition, this research performed the consolidation analysis of piled raft foundation systems for low-rise (8-storey) and high-rise (25-storey) buildings with basement levels in clay soil, using coupled three-dimensional (3D) mechanical and hydraulic numerical model. The soils are modelled with Hardening Soil model and Mohr-Coulomb model. Evaluations of piled raft foundation, i.e., the load sharing ratio of piles, settlement behaviours in the foundation system are performed. The parametric study on the effect of raft depth, and load carried by piles of piled raft was done. The consolidation had a strong influence on the load carried by piles of the piled raft foundation in Bangkok. The load shared by piles can increase by up to 12% and 6% for low rise and high-rise buildings, respectively due to the consolidation effect. Therefore, the design of the piled raft foundation system in Bangkok subsoil essentially consider the consolidation effect. ฉ Int. J. of GEOMATE. All rights reserved.
Keywords
3D-FEM, Bangkok subsoil, consolidation, Softs soil
Contact Information