Paper Title:
Parameter Identification and Numerical Analysis of Shaking Table Tests on Liquefiable Soil-Structure-Interaction
  Abstract

Using the parameter identification method of analysis on the test records of soil acceleration and pore water pressure from the shaking table tests for dynamic liquefiable soil-pile-structure interaction system, the dynamic properties of soil are obtained. Based on the recognized soil parameters, numerical simulation of liquefiable soil-pile-structure interaction test has been carried out. The results of the comparision of acceleration response and pore water pressure obtained from numerical simulation and tests show that the rule drawn from the numerical simulation is agreed well with those from the tests, though there are some disparities in quantity. So the reliability of parameter identification and numerical simulation technology in shaking table tests is validated. The result in this dissertation can be referred for future similar research.

  Info
Periodical
Advanced Materials Research (Volumes 163-167)
Edited by
Lijuan Li
Pages
4048-4057
DOI
10.4028/www.scientific.net/AMR.163-167.4048
Citation
P. Z. Li, D. M. Zeng, S. L. Cui, X. L. Lu, "Parameter Identification and Numerical Analysis of Shaking Table Tests on Liquefiable Soil-Structure-Interaction", Advanced Materials Research, Vols. 163-167, pp. 4048-4057, 2011
Online since
December 2010
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: Huang Sheng Sun, Li Nuo Cheng
Abstract:In order to research the optimal parameters of dampers linking adjacent structures for seismic mitigation, two SDOF systems connected with...
3832
Authors: Yan Jiang Chen, Da Xing Zhou, Wei Ming Yan, Zhen Yun Tang
Chapter 1: Civil Engineering
Abstract:Compared with middle-span bridges, seismic response of long-span bridges is more complicated, and so is seismic design. For example,...
242
Authors: Hai Yan Jing, Yan Ping Zheng, Ming Xia Fang
Chapter 5: Materials Science & Engineering
Abstract:Through dynamics test and theoretical analysis about rubber bearings in Auto body’s sub-frame, and the past research results of sinusoidal...
602
Authors: Er Yong Chuo, De Qun Wang, Guo Rui Deng
Chapter 7: Road and Railway Engineering
Abstract:At the beginning,we used the ABAQUS to establish a two-dimensional finite element model of typical asphalt pavement, and analysised the...
1183
Authors: Peng Fei Jia, Ai Wu Yang
Chapter 3: Construction
Abstract:Railway track and nearby structures in the vicinity of high-speed railway are exposed to low-amplitude small-strain vibrations as high-speed...
166