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动力离心模型试验循环剪应力-剪应变反演方法对比

王永志 Daniel W Wilson Mohammad Khosravi 袁晓铭 C Guney Olgum

岩土工程学报Issue(2):271-277,7.
岩土工程学报Issue(2):271-277,7.DOI:10.11779/CJGE201602010

动力离心模型试验循环剪应力-剪应变反演方法对比

Evaluation of cyclic shear stress-strain using inverse analysis techniques in dynamic centrifuge tests

王永志 1Daniel W Wilson 2Mohammad Khosravi 3袁晓铭 4C Guney Olgum1

作者信息

  • 1. 中国地震局工程力学研究所地震工程与工程振动重点实验室,黑龙江哈尔滨 150080
  • 2. 加州大学戴维斯分校土工模拟中心,加州 95616
  • 3. 加州大学戴维斯分校土工模拟中心,加州 95616
  • 4. 弗吉尼亚理工学院,黑堡 24061
  • 折叠

摘要

Abstract

Evaluation of shear stress-strain characteristics in soils is paramount to the fundamental understanding of soil behavior in dynamic centrifuge tests. Three inverse analysis techniques for evaluating cyclic shear stress-strain response using data from accelerometer arrays are introduced and key factors that require consideration in the applied condition are discussed. Using a series of dynamic centrifuge tests on soft soil sites with stiff ground reinforcement, the data process for back-calculated displacements from acceleration records is presented. The back calculated displacements are compared to the recorded displacements in several cases with excellent agreements. The three inverse analysis techniques are used to estimate the dynamic shear stress-strain responses in the free field and with in the reinforced ground in two centrifuge tests with different shaking motions of varying magnitudes. The results demonstrate that as long as accelerometer spacing and sampling frequency are sufficient to the active mechanics, the calculated shear stress-strain responses from three inverse techniques are consistent and therefore likely accurately reflect the basic characteristics of interest. In these tests it is observed that shear stiffness decreased at shallower depths, consistent with the expected effects of confining pressure on shear stiffness. It was also observed that the amplitudes of shear strain in the free field are considerably larger, and stronger nonlinear features were observed in the stress-strain loops as compared to the motions with in the reinforced soil. With comparisons among the three inverse analysis techniques, the evaluation from cubic spline approach was more sensitive and the linear and weighted residual techniques produced more reasonably consistent results.

关键词

动力离心试验/剪应力-剪应变/反演方法/加速度时程

Key words

dynamic centrifuge test/shear stress-strain/inverse analysis technique/acceleration record

分类

建筑与水利

引用本文复制引用

王永志,Daniel W Wilson,Mohammad Khosravi,袁晓铭,C Guney Olgum..动力离心模型试验循环剪应力-剪应变反演方法对比[J].岩土工程学报,2016,(2):271-277,7.

基金项目

中央级公益性研究所基本科研业务费专项项目(2014B09);国家自然科学基金项目(41272357);黑龙江省自然科学基金项目 ()

岩土工程学报

OA北大核心CSCDCSTPCD

1000-4548

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