Deformation and Failure Analysis for Soil and Multiple Piles Retaining Structure

LI Zhiping; CAI Meifeng

doi:10.13374/j.issn1001-053x.2000.04.030

Volume 22 Issue 4

Aug. 2021

Turn off MathJax

Article Contents

Article Navigation > Chinese Journal of Engineering > 2000 > 22(4): 289-291

LI Zhiping, CAI Meifeng. Deformation and Failure Analysis for Soil and Multiple Piles Retaining Structure[J]. Chinese Journal of Engineering, 2000, 22(4): 289-291. doi: 10.13374/j.issn1001-053x.2000.04.030

Citation:

LI Zhiping, CAI Meifeng. Deformation and Failure Analysis for Soil and Multiple Piles Retaining Structure[J]. Chinese Journal of Engineering, 2000, 22(4): 289-291. doi: 10.13374/j.issn1001-053x.2000.04.030

Citation:

PDF( 429 KB)

Deformation and Failure Analysis for Soil and Multiple Piles Retaining Structure

doi: 10.13374/j.issn1001-053x.2000.04.030

Resources Engineering School, UST Beijing, Beijing 100083, China

Received Date: 1999-05-24
Available Online: 2021-08-27

Abstract

Abstract

Elastic-plastic FEM is used to respectively simulate the pit excavation under 7 different conditions of multiple piles retaining structure based on the engineering practice. The deformation features and failure mechanism of multiple piles retaining structure under different conditions are analyzed on the basis of numerical simulation results.
- retaining structure,
- elastic-plastic finite element,
- deformation,
- failure mechanism,
- multiple piles,