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基于高应力下花岗岩卸荷试验的力学变形特性研究
引用本文:吕颖慧,刘泉声,江浩.基于高应力下花岗岩卸荷试验的力学变形特性研究[J].岩土力学,2010,31(2):337-344.
作者姓名:吕颖慧  刘泉声  江浩
作者单位:1. 中国科学院武汉岩土力学研究所,岩土力学与工程国家重点实验室,武汉,430071
2. 中国科学院武汉岩土力学研究所,岩土力学与工程国家重点实验室,武汉,430071;山东科技大学,土木建筑学院,青岛,266510
3. 山东电力工程咨询院,济南,250013
基金项目:国家自然科学基金项目 
摘    要:进行了高应力条件下卸围压并增大轴压的花岗岩卸荷试验,描述了卸荷过程中岩石渐进破坏的应力-应变曲线和力学参数损伤劣化规律;分析了能较好反映岩石卸荷强度破坏特征的Mogi-Coulomb准则和强度参数变化规律;建立了岩石由压剪破裂逐渐过渡到张剪破坏的渐进演化体系。在此基础上,通过对岩石卸荷破坏起主要作用的横向变形将压剪Mogi-Coulomb准则和拉剪Mogi-Coulomb准则联系起来,建立了描述岩石卸荷渐进破坏的新强度准则。基于上述的卸荷试验成果,结合描述岩石卸荷渐进破坏的应力-应变曲线,在应变空间中推导了考虑岩石力学变形参数损伤劣化效应、横向变形作用、卸荷渐进破裂演化机制的力学本构方程。

关 键 词:高应力  卸荷  强度准则  本构方程.
收稿时间:2009-08-14

Study of mechanical deformation characteristics of granite in unloading experiments of high stress
L Ying-hui,LIU Quan-sheng,JIANG Hao.Study of mechanical deformation characteristics of granite in unloading experiments of high stress[J].Rock and Soil Mechanics,2010,31(2):337-344.
Authors:L Ying-hui  LIU Quan-sheng  JIANG Hao
Institution:1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; 2. College of Civil Engineering and Architecture, Shandong University of Science and Technology, Qingdao 266510, China; 3. Shandong Electric Power Engineering Consulting Institute; Jinan 250013; China
Abstract:By carrying out unloading experiments of high stress on granites in the style of unloading confining pressure with loading axial pressure, the stress-strain curves which describe the gradual damage of rock and the degradation laws of mechanical deformation parameters are both acquired, the Mogi-Coulomb strength criterion is applied to explain deformation characteristics, the varying laws of strength parameters and the evolutionary features from compression-shearing cracks to tension-shearing cracks of rocks...
Keywords:high stress  unloading  strength criterion  constitutive equation
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