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岩石三轴压缩任意围压下应力–应变曲线的预测方法研究
引用本文:易达,刘洁荣,葛修润.岩石三轴压缩任意围压下应力–应变曲线的预测方法研究[J].岩土工程学报,2008,30(7):1062-1065.
作者姓名:易达  刘洁荣  葛修润
作者单位:上海岩土工程勘察设计研究院有限公司;上海电力学院;上海交通大学 上海200031;上海200090;上海200030;中国科学院武汉岩土力学研究所;湖北武汉430071;
摘    要:岩石三轴压缩试验中通常只做有限种围压情况下的压缩试验,得到的应力–应变曲线只是岩石在具体围压下本构关系的表现,限制了通过拟合应力–应变曲线得到岩石本构的实用性。认为不同围压下的应力–应变曲线虽然形状差别较大,但都是同种岩石所表现出来的特性,曲线间蕴含着一定联系。对此进行了研究,并提出一套基于有限种围压情况下的应力–应变曲线预测任意围压下应力–应变曲线的方法。通过实例,说明所提方法的可行性。

关 键 词:三轴压缩  应力–应变曲线  围压  本构关系  

Forecast of stress-strain curves of rock under arbitrary confining pressures in triaxial compression
YI Da,LIU Jierong,GE Xiurun.Forecast of stress-strain curves of rock under arbitrary confining pressures in triaxial compression[J].Chinese Journal of Geotechnical Engineering,2008,30(7):1062-1065.
Authors:YI Da  LIU Jierong  GE Xiurun
Affiliation:1.Shanghai Geotechnical Investigations and Design Institute Shanghai 200031 China 2.Shanghai University of Electric Power Shanghai 200090 China 3.Shanghai Jiaotong University Shanghai 200030 China 4.Institute of Rock and Soil Mechanics The Chinese Academy of Sciences Wuhan 430071 China
Abstract:Generally,rock triaxial compression tests were done under limited different confining pressures.The stress-strain curves obtained under certain confining pressure reflected certain constitutive relation of the rock,and the practicability of studies on the constitutive relation of rock was limited to fitting stress-strain curves.It was considered that the stress-strain curves under different confining pressures were different greatly in shapes,but there should have be some relationship because these curves were the responses of the same rock.A method was proposed to forecast the stress-strain curves under arbitrary confining pressures based on the stress-strain curves obtained under the limited confining pressures.An example was studied,and it was shown that the proposed method was feasible.
Keywords:triaxial compression  stress-strain curve  confining pressure  constitutive relation
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