The Influence of Soft Soil on the Analysis of Soil-Pile Dynamic Interaction

Article Preview

Abstract:

In the seismic design of pile foundation, current research mainly adopts the theory of auxiliary experiences engineering design methods. In particular ground, the pile must be specially designed to meet the seismic requirements. In this paper, with large scale finite element software ADINA,a 2-d finite element entity model is established to calculate and analyze the influence of soft soil to the dynamic interaction of soft pile-soil under the earthquake. The maximum displacements and acceleration of the measuring points on the pile are analyzed in different thickness and position of the soft soil. Calculation results show that: Soft soil effect the maximal displacement and acceleration of the measuring points on the pile which changed with the different thickness and positions of the soft soil. It should be noticed in the design of pile foundation and ground treatment.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

1451-1457

Citation:

Online since:

March 2011

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2011 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] SUN Li-min, ZHANG Chen-nan, PAN Long. Lumped-mass Model and Its Parameters for Dynamic Analysis of Bridge Pier-pile-soil System [J]. Journal of Tongji University, 2002, 30(4): 410-415.

Google Scholar

[2] MAO Chun-qin, LI Ya-dan, SHE Hui, TAO Jing. Numerical Simulation of Single Pile Dynamic Response and Parameter Analysis Under Horizontal Seismic [J]. Journal of Hunan Institute of Engineering, 2007, 17(3): 83-87.

Google Scholar

[3] LIU Li-ping, LI Ying-min, HAN Jun. Study on different analytical models of pile-soil dynamic interaction[J]. Journal of Earthquake Engineering and Engineering Vibration, 2009, 29(2): 191-197.

Google Scholar

[4] CHEN Qing-jun, JIANG Wen-hui, LI Zhe-ming. Effect of Pile Soil Contact and Its Influence on Seismic Response of Bridge Structure [J]. Chinese Quarterly of Mechanics, 2005, 26(4): 609-613.

Google Scholar

[5] WANG Man-sheng, ZHOU Xi-yuan, HU Yu-xian. Studies on contact model of soil—pile dynamic interaction[J]. Chinese Jounal of Geotechnical Engineering, 2005, 27(6): 616-620.

Google Scholar

[6] GAN Gang, WU Shi-ming. Dynamic behaviour of pile under horizontal vibration[J]. JOURNAL OF ZHEJIANG UNIVERSITY, 1996, 30(5): 490-496.

Google Scholar

[7] CAO Xiao-yan, LI Xiao-li, LI Xin-li. Seismic response analysis of the pile-soil-structure interaction[J]. World Information On Earthquake Engineering, 2004, 20(1): 90-94.

Google Scholar

[8] QIAN De-ling, LEI Chao, WANG Dong-po, SUN Chang-ling. Dynamic response of pile foundation in interaction system[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(6): 709-715.

Google Scholar