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About Numerical Analysis of Piled-Raft Foundation Under Vertical Load in Stone Column Improved Soil
This document summarizes a numerical analysis of a piled-raft foundation under vertical loads in stone column-improved soft clay. Three-dimensional finite element analysis was conducted considering pile-soil slip interfaces and elastic-plastic Mohr-Coulomb failure criteria for the soft clay and stone columns. The analysis investigated the effects of vertical load intensity, stone column area replacement ratio, and stone column slenderness ratio on axial pile forces, raft bending moments, total settlement, and load sharing between the raft and piles. The results showed that stone column improvement reduced total settlement and maximum raft bending moment by improving raft-soil interaction. Pile axial forces were also reduced. Increasing the stone column area replacement ratio and sl
Detailed Information
| Author: | ['Seif Eddine'] |
|---|---|
| Publication Year: | 2015 |
| Pages: | 10 |
| Language: | English |
| Format: | |
| Price: | FREE |
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