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Effective stress law for rock masses and its application in impoundment analysis based on deformation reinforcement theory

Effective stress law for rock masses and its application in impoundment analysis based on deformation reinforcement theory

作     者:CHENG Li LIU Yao-ru PAN Yuan-wei YANG Qiang LV Zheng 程立;刘耀儒;潘元炜;杨强;吕征

作者机构:State Key Laboratory of Hydroscience and Hydraulic Engineering(Tsinghua University)Beijing 100084China Schlumberger Technologies(Beijing)Ltd.Beijing 100015China 

基  金:Projects(51323014,51479097,51279086)supported by the National Natural Science Foundation of China Project(2016-KY-2)supported by the State Key Laboratory of Hydroscience and Hydraulic Engineering,China 

出 版 物:《Journal of Central South University》 (中南大学学报(英文版))

年 卷 期:2018年第25卷第1期

页      码:218-229页

摘      要:Reservoir impoundment is related to several hydraulic engineering concerns,including irreversible valley contractions,landslides and reservoir-induced ***,these phenomena,such as valley contractions,are hardly to be explained by the conventional *** scientific understanding of water effects during impoundment and their hazards to hydraulic structure are *** effective stress law for fissured rock masses is introduced in the elasto-plastic model employing the Drucker-Prager criterion and implemented in the three dimension(3D)nonlinear finite element method(FEM)program Three-dimensional FINite Element(TFINE).The slope deforms towards river-way during impoundment since the increasing pore pressure in fissures changes stress state and leads to additional plastic deformation in the rock *** value of Biot coefficient and the influence of water on rock materials are discussed in ***,the mechanism of slope deformation during the impoundment of Jinping-I arch dam is revealed,and the deformation is accurately *** application of the effective stress law provides a method to consider stress assessment,deformation evaluation and stability estimate of hydraulic structures during the impoundment *** is a beneficial exploration and an improvement of hydraulic engineering design.

主 题 词:effective stress law elasto-plastic FEM model Biot coefficient impoundment valley contractions 

学科分类:081504[081504] 08[工学] 0815[工学-矿业类] 

核心收录:

D O I:10.1007/s11771-018-3731-x

馆 藏 号:203283066...

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