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裂隙岩体非稳态渗流场与损伤场耦合分析模型
引用本文:朱珍德,孙钧.裂隙岩体非稳态渗流场与损伤场耦合分析模型[J].水文地质工程地质,1999,26(2):35-41.
作者姓名:朱珍德  孙钧
作者单位:[1]四川联合大学 [2]同济大学
基金项目:国家自然科学基金与中国三峡工程开发总公司联合资助
摘    要:本文从流体扩散能量迭加原理,建立了裂隙岩体介质的渗流张量解析表达式,综合应用断裂力学与损伤理论,探讨了复杂应力状态下裂隙岩体的本构关系以及压裂裂纹的起裂准则,建立了裂隙岩体在压剪,拉剪应力状态下损伤演化方程,提出了渗透张量随裂隙损伤发展的关系以及裂隙岩体非稳态渗流场与与损伤场耦合模型。

关 键 词:裂隙岩体  渗流场  损伤场  耦合模型  地下水

Coupled analysis of unsteady state seepage field and damage field in fractured rock mass
Zhu Zhende\ Sun Jun.Coupled analysis of unsteady state seepage field and damage field in fractured rock mass[J].Hydrogeology and Engineering Geology,1999,26(2):35-41.
Authors:Zhu Zhende\ Sun Jun
Abstract:Based on the principle of fluid diffusion energy superposition, an analytical expression formula of seepage tensor in the fractured rock mass medium is established. By using comprehensively the cracking mechanics and damage theory, the structural relation of fractured rock mass under the complicated stress state and the rule of crack starting of Compresso shear shear fractures are probed into, the damage evolution equations of fractured rock mass under compresso shear and tenso shear conditions are established, and the relation between seepage tensor and the development of fracture and damage, and the coupled model of unsteady state seepage field and damage field in fractured rock mass are put forward.
Keywords:fractured rock mass  unsteady state  seepage field  damage field  coupled model
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