Simulation and Formation Mechanism Analysis of Shear Band in Soil

侯世伟; 路德春; 杜修力

doi:10.13409/j.cnki.jdpme.2010.05.016

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Simulation and Formation Mechanism Analysis of Shear Band in Soil

更新时间：2025-12-11

- Simulation and Formation Mechanism Analysis of Shear Band in Soil
- Vol. 30, Issue 5, Pages: 544-549(2010)
- 作者机构：
- 作者简介：
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- DOI：10.13409/j.cnki.jdpme.2010.05.016
  CLC： U432
- Published：2010
- 稿件说明：
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[1]侯世伟,路德春,杜修力.土体剪切带的模拟与机理分析[J].防灾减灾工程学报,2010,30(05):544-549.

侯世伟, 路德春, 杜修力. Simulation and Formation Mechanism Analysis of Shear Band in Soil[J]. 2010, 30(5): 544-549.
[1]侯世伟,路德春,杜修力.土体剪切带的模拟与机理分析[J].防灾减灾工程学报,2010,30(05):544-549. DOI： 10.13409/j.cnki.jdpme.2010.05.016.

侯世伟, 路德春, 杜修力. Simulation and Formation Mechanism Analysis of Shear Band in Soil[J]. 2010, 30(5): 544-549. DOI： 10.13409/j.cnki.jdpme.2010.05.016.

摘要

采用修正剑桥模型

研究在平面应变条件下正常固结土剪切带的产生机理和剪切带形状的多样性。研究结果表明

剪切带是由材料的不均匀变形引起

并由试样局部应变能释放的冲击作用形成的;试样端部摩擦约束与试样内部初始缺陷都能够引起试样的不均匀变形进而诱发剪切带。分析了不同边界约束条件、初始缺陷设置方式及二者共同作用对剪切带形式的影响

平面应变条件下土体的剪切带有单一型、交叉型和多段型等3种形式

多段剪切带的发展具有先后顺序。

Abstract

Shape multiformity and formation mechanism of shear band in normal consolidated soil under plane strain condition was analyzed based on Modified Cam-Clay Model.The results show that shear band is formed because of impact action caused by strain energy release.End friction restraint and initial defect in the sample can form inhomogeneous deformation

then induce shear band.The impact of different boundary restraint

initial defect set and their interactions on shear band were analyzed.The shape of shear band under plane strain was divided into single

cross and multisegment types

and the evolution of multisegment type shear band is observed to have time sequence.

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references

平面应变状态下砂土剪切带分析 [J]. 齐德瑄,张义同,任述光. 岩土工程学报 . 2009(07)

基于偶应力理论剪切带问题的弹塑性有限元分析 [J]. 冀宾,陈万吉,赵杰. 力学学报 . 2009(02)

平面应变条件下的极限土压力 [J]. 路德春,张在明,杜修力,姚仰平. 岩石力学与工程学报 . 2008(S2)

边坡稳定的剪切带计算 [J]. 朱以文,徐晗,蔡元奇,朱方敏. 计算力学学报 . 2007(04)

土体平面应变条件下的主应力关系 [J]. 路德春,姚仰平,周安楠. 岩石力学与工程学报 . 2006(11)

剪切带图案的复杂性及应力-应变曲线的离散性 [J]. 王学滨. 岩土力学 . 2005(S1)

取决于材料状态的变形局部化现象 [J]. 蔡正银,李相菘. 岩石力学与工程学报 . 2004(04)

轴对称状态下土体剪切带触发形成的分叉理论 [J]. 钱建固,黄茂松. 岩土工程学报 . 2003(04)

粘性土局部化剪切带变形的机理研究 [J]. 张启辉,赵锡宏. 岩土力学 . 2002(01)

结构性粘土剪切带的微观分析(英文) [J]. 蒋明镜,沈珠江. 岩土工程学报 . 1998(02)

An experimental study of failure and softening in sand under three-dimensional stress condition [J] . De’an Sun,Wenxiong Huang,Yangping Yao. Granular Matter . 2008 (3)

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