• Views 1,239
• Citations 0
• ePub 32
• PDF 538
`Mathematical Problems in EngineeringVolume 2013, Article ID 948917, 10 pageshttp://dx.doi.org/10.1155/2013/948917`
Research Article

## Research on the Horizontal Displacement Coefficient of Soil Surrounding Pile in Layered Foundations by Considering the Soil Mass’s Longitudinal Continuity

1Department of Civil Engineering, Shanghai University, No. 149 Yanchang Road, Shanghai 200072, China
2College of Architecture and Engineering, Anhui Polytechnic University, Wuhu 241000, China

Received 22 April 2013; Revised 21 June 2013; Accepted 24 June 2013

Academic Editor: Zhiqiang Hu

Copyright © 2013 Yao Wen-Juan and Zhou Hua-Cong. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

#### Abstract

When utilizing the curve to simulate the nonlinear characteristics of soil surrounding pile in layered foundations, due to having not taken into account the soil mass’s longitudinal continuity, the calculation deviation of horizontal displacement increases with the growth of a load. This paper adopted the layered elasticity system theory to consider the soil mass’s longitudinal continuity, as well as utilizing the research method for layered isotropic bodies, assuming that the horizontal resistance is evenly distributed around the perimeter of the pile's cross-section. Then an appropriate transfer matrix method of horizontal displacement coefficient for the soil surrounding pile in layered foundations was established. According to the calculation principle of finite element equivalent load, the horizontal displacement coefficient matrix was deduced as well as providing a corrected formula for the horizontal displacement of soil surrounding pile through the curve method when the external load was increased. Following the established model, a program was created which was used for calculating and analyzing the horizontal displacement coefficient matrix of three-layered soil in order to verify this method’s validity and rationale. Where there is a relatively large discrepancy in the soil layers’ properties, this paper’s method is able to reflect the influence on the layered soil’s actual distributional difference as well as the nearby soil layers’ interaction.