Paper Title:
A Modified Shear Displacement Method for Calculating Settlement of Single Pile
  Abstract

A modified shear displacement method is presented to analyze the load-settlement response of a single pile in homogenous soil using two models. One model adopts a hyperbolic model to simulate the stress-strain relationship of soil under shear stress before failure occurs, and the other model uses a non-linear stress-strain relationship to evaluate the load-displacement behavior of the soil beneath the pile base. Comparisons of the load-settlement responses between the present modified model and the model suggested by Randolph and Wroth are given to demonstrate the effectiveness and accuracy of the proposed modified method.

  Info
Periodical
Advanced Materials Research (Volumes 261-263)
Edited by
Jingying Zhao
Pages
1804-1808
DOI
10.4028/www.scientific.net/AMR.261-263.1804
Citation
Q. Q. Zhang, Z. M. Zhang, "A Modified Shear Displacement Method for Calculating Settlement of Single Pile", Advanced Materials Research, Vols. 261-263, pp. 1804-1808, 2011
Online since
May 2011
Export
Price
$32.00
Share

In order to see related information, you need to Login.

In order to see related information, you need to Login.

Authors: Ming Yi Zhang, Hai Lei Kou, Wei Zhang
Abstract:Pressured multi-branch bored pile is a new pile on the basis of squeezed branch reaming pile improved, it is a new pile technology focus on...
3167
Authors: Wen Zhao Chen, Quan Chen Gao, Jun She Jiang
Abstract:Through model test, the displacement of the top of the wall and the strain of the core pile with excavating were measured and the deformation...
2322
Authors: Shao Kun Ma, Xiao Bing Zhou, Ping Hu, Guo Liang Han, Yao Xiao, Xiao Duo Ou
Abstract:In order to study the dimensional influence of tunneling on adjacent pile foundation, successive segmental excavation is simulated...
639
Authors: Qing Guan Lei, Qin Jie Dai, Jian Guo Wang
Chapter 5: Biotechnology, Chemical and Materials Engineering
Abstract:Based on the experimental data in the literature, contact elements were used in the pile-soil interface and the pile-soil interaction was...
733
Authors: Li Jun Zhou, Ziai Lu, Wen Juan Wang
Chapter 1: Geological and Geotechnical Engineering
Abstract:Pile foundation design has gradually used the super-long pile structure form with the port and offshore engineering construction developing...
471