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dzipan(金币+2, 博学EPI+1): 2010-09-05 16:09:42
被EI检索:
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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