3-D NUMERICAL ANALYSIS OF CONSOLIDATION EFFECT ON PILED RAFT FOUNDATION IN BANGKOK SUBSOIL CONDITION

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.