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拖带坐标系下的固结理论及其变分原理
引用本文:朱昊,袁建新.拖带坐标系下的固结理论及其变分原理[J].岩土力学,1990,11(1):11-17.
作者姓名:朱昊  袁建新
摘    要:本文采用陈至达教授的S-R应变定义建立了拖带坐标系下的三维大变形固结理论,摒弃了经典固结理论中小变形的限制,证明了大变形固结理论的能量率变分原理及其广义变分原理。

关 键 词:拖带坐标系  大变形  固结理论  变分原理  S-R应变  土力学

A Consolidation Theory on Co-moving System and Its Variation Principle
Zhu Hao,Yuan Jianxin.A Consolidation Theory on Co-moving System and Its Variation Principle[J].Rock and Soil Mechanics,1990,11(1):11-17.
Authors:Zhu Hao  Yuan Jianxin
Abstract:A theory of three dimensional finite consolidation is established on co-moving system with Chen’s definition of strain, and the limitation of small deformation in classical consolidation theory is given up. The variation principle of energy rete and its generalized one in finite consolidation theory are proved in this paper.
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