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广义有效应力在非饱和土本构模型中的应用
引用本文:付〓科,张林洪,邢万鹏. 广义有效应力在非饱和土本构模型中的应用[J]. 水电能源科学, 2012, 30(6): 121-123
作者姓名:付〓科  张林洪  邢万鹏
作者单位:1. 昆明理工大学 建筑工程学院,云南昆明,650500
2. 昆明理工大学 电力工程学院,云南昆明,650500
3. 如东县新能源局,江苏南通,226400
摘    要:为更好地定义和理解毕肖普(Bishop)应力,针对非饱和土本构模型有效应力研究中存在的问题,提出了广义有效应力定义框架,并与传统Bishop应力定义框架做了比较,探讨了基质吸力、粘固作用、硬化过程。

关 键 词:广义有效应力  毕肖普应力  基质吸力  本构关系  硬化参数

Application of Generalized Effective Stress in Constitutive Model of Unsaturated Soil
FU Ke,ZHANG Linhong and XING Wanpeng. Application of Generalized Effective Stress in Constitutive Model of Unsaturated Soil[J]. International Journal Hydroelectric Energy, 2012, 30(6): 121-123
Authors:FU Ke  ZHANG Linhong  XING Wanpeng
Affiliation:1.Faculty of Civil and Architectural Engineering,Kunming University of Science and Technology,Kunming 650500,China;2.Faculty of Electricity Power Engineering,Kunming University of Science and Technology,Kunming 650500,China;3.Energy Bureau of Rudong,Nantong 226400,China)
Abstract:In order to accurately define and understand the Bishop's stress, the definition framework of generalized effective stress is put forward by considering the shortcomings of constitutive model of unsaturated soil. And then it compares with the traditional definition framework of the Bishop's stress. Finally, the matric suction, cementation action and hardening process are discussed.
Keywords:generalized effective stress   Bishop's stress   matric suction   constitutive relations   hardening parameter
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