摘要
接触面单剪试验显示, 在土与结构接触界面土体一侧存在剪切错动带, 剪切过程中的土尤其是粗颗粒土出现明显的剪胀/ 剪缩效应. 为了反映剪切错动带的应力应变特征, 更恰当地模拟土与结构的相互作用, 提出了接触面薄层单元耦合本构模型. 同时讨论了薄层单元厚度的确定问题.
Simple shear test shows that there is a shear zone in soil nearby the contact surface, in which the shear dilation/compression effect exists during shearing. In order to simulate the stress\|strain relation of this shear zone and to simulate the interaction between soil and structure, a coupled constituive model is proposed and the thickness is discussed.
出处
《水利学报》
EI
CSCD
北大核心
2000年第2期71-75,共5页
Journal of Hydraulic Engineering
基金
"九五"国家重点攻关项目
关键词
接触面
薄层单元
耦合本构模型
土-结构
simple shear test, interface, thin\|layer element
coupled constitutive model