Paper Title:
Investigation of Simplified Integrated Model for Soil-Pile Dynamic Interaction System
  Abstract

A simplified integrating model is developed for soil-pile dynamic interaction system under seismic loading. Different from previous work, this simplified model constructs the whole system stiffness matrix by combining the stiffness matrix of pile and near region soil system according to the volumetric ratio of pile group and soil system. This simplified model can avoid deviation brought by previous soil-pile surface model and can felicitously simulate the co-working mechanism between soil and piles. The feasibility of the proposed approach is assessed by comparing with in-site observation result of real project.

  Info
Periodical
Advanced Materials Research (Volumes 33-37)
Edited by
Wei Yang, Mamtimin Geni, Tiejun Wang and Zhuo Zhuang
Pages
1149-1154
DOI
10.4028/www.scientific.net/AMR.33-37.1149
Citation
Q.W. Zhang, D. T. Niu, T. Zhang, B.Y. Zhang, "Investigation of Simplified Integrated Model for Soil-Pile Dynamic Interaction System", Advanced Materials Research, Vols. 33-37, pp. 1149-1154, 2008
Online since
March 2008
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: Yong Mou Zhang, Min Yang, Qiang Gang Yan
Abstract:The method of composite stiffness principle and biparameter for laterally loaded pile was used in this paper to calculate the amplitude of...
2679
Authors: Xiao Peng Li, Ze Liang Duan, Tao Li, Bang Chun Wen
Abstract:In the pile driving process, the soil dynamic performance and the dynamic contact on the interface are very complex. In order to analyze the...
980
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: Xue Qin Wang, Kong Jian Shen, Hua Rong Mao, Xiao Chun Zhang
Chapter 5: Road and Bridge Engineering
Abstract:Fluid scour is one of the major causes for bridge failure. To prevent this type of failure, even the catastrophic accidents, it is necessary...
1138
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