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dzipan(金币+2, 博学EPI+1): 2010-09-05 16:09:42
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Accession number:  20064910287590

Title:  Analysis of pile-soil interaction by computer simulation

Authors:  Guang, Zhang1 ; Dongzi, Pan2 ; Jingxi, Chen1 ; Aifang, Zhou1  

Author affiliation:  1  School of Resources and Environmental Engineering, Wuhan University of Technology, Wuhan 430070, China

2  Institute of Rock and Soil Engineering, Construction Engineering Department, Zhejiang University, Zhejiang 310027, China


Corresponding author:  Guang, Z. (gzhang58@163.com)  

Source title:  Key Engineering Materials

Abbreviated source title:  Key Eng Mat

Volume:  326-328 II

Issue date:  2006

Publication year:  2006

Pages:  1531-1534

Language:  English

ISSN:  10139826

CODEN:  KEMAEY

Document type:  Conference article (CA)

Publisher:  Trans Tech Publications Ltd

Abstract:  In this paper, a numerical model to simulate the interaction of pile-soil based on the one-dimension stress wave theory is established, which can provide the propagating process and reflection characteristics of stress wave under impulsed load in concrete piles. The simulation is carried on about the stress wave in integrated pile and defective pile, which provide all kinds of the propagating characteristics. It can enhance the accuracy of dynamic test. The validity of this approach is verified through the comparison of the measured curve and the simulated
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