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石灰岩损伤演化的断裂力学模型及耦合方程
引用本文:王建秀,朱合华,唐益群,杨立中.石灰岩损伤演化的断裂力学模型及耦合方程[J].同济大学学报(自然科学版),2004,32(10):1320-1324.
作者姓名:王建秀  朱合华  唐益群  杨立中
作者单位:1. 同济大学,地下建筑与工程系,上海,200092
2. 西南交通大学,环境科学与工程学院,四川,成都,610031
基金项目:国家自然科学基金资助项目(40172107);上海市重点学科基金资助项目;中国博士后科学基金资助项目(2003034277)
摘    要:采用断裂力学方法分析裂纹起裂条件 ,建立腐蚀损伤岩体水力 (劈裂 )损伤的演化方程 .水化损伤的演化用矩(碟 )形板模型表示 ,用化学动力学的方法———PWP(Plummer Wigley Parkhurst)方程推导出水化损伤的演化方程 ,在此基础上 ,通过拉剪状态下水化 -水力耦合损伤演化模型 ,建立了水化 -水力耦合损伤演化方程 ,并结合工程实例将其用于耦合损伤条件下应力强度因子和渗透张量的计算

关 键 词:碳酸岩隧道  裂隙围岩  断裂力学分析  水力损伤演化  耦合损伤演化
文章编号:0253-374X(2004)10-1320-05

Fracture Mechanical Model and Hydrochemical-hydraulic Coupled Damage Evolution Equation of Limestone
WANG Jian-xiu,ZHU He-hua,TANG Yi-qun,YANG Li-zhong.Fracture Mechanical Model and Hydrochemical-hydraulic Coupled Damage Evolution Equation of Limestone[J].Journal of Tongji University(Natural Science),2004,32(10):1320-1324.
Authors:WANG Jian-xiu  ZHU He-hua  TANG Yi-qun  YANG Li-zhong
Institution:WANG Jian-xiu~1,ZHU He-hua~1,TANG Yi-qun~1,YANG Li-zhong~2
Abstract:The hydraulic fracture is simulated with a board model,and the fracture threshold and hydraulic fracture evolution equation of which are obtained with the method of fracture mechanics.Then the hydro-chemical damage is also simulated with a board model,the evolution equation of which is deduced by the method of chemical kinetic(Plummer-Wigley-Parkhurst equation).The coupled evolution equation of hydro-chemical and hydraulic damage under tensile and shear stress conditions is obtained on the basis of above deduction.In the end,an example of a deep limestone tunnel in the area with abundant groundwater and high water pressure is presented,in which the coupled evolution equation of the tunnel,together with the coupled evolution of stress intension factor and seepage tensor,are provided.
Keywords:limestone tunnel  fractured surrounding rock  analysis of fracture mechanics  evolution of hydraulic damage  coupled evolution of hydro-chemical and hydraulic damage
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