3D Numerical Analysis of Piled Raft Foundation on Soft Soil Improved by Stone Columns

This study investigated the behavior of piled raft foundations in soft soil improved by stone columns of different lengths and diameters. Three-dimensional (3D) finite element analyses were conducted to evaluate the effects of area replacement ratio and slenderness ratio on settlement behavior under...

Full description

Bibliographic Details
Published in:TRANSPORTATION INFRASTRUCTURE GEOTECHNOLOGY
Main Authors: Jais, Ismacahyadi Bagus Mohamed; Rahman, Sharifah Nur Syafiqah Syed Abdul; Lat, Diana Che
Format: Article
Language:English
Published: SPRINGERNATURE 2025
Subjects:
Online Access:https://www-webofscience-com.uitm.idm.oclc.org/wos/woscc/full-record/WOS:001406418700002