MESOSCOPIC DAMAGE CONSTITUTIVE MODEL OF BEDDED SALT ROCK MASS UNDER TRIAXIAL COMPRESSION
(1. Department of Engineering Mechanics,Chongqing University,Chongqing 400044,China;2. School of Civil Engineering,Hunan University of Science and Technology,Xiangtan,Hunan 411201,China;3. State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan,Hubei 430071,China)
Abstract:Based on the structural characteristics of bedded salt rock mass,a mesoscopic damage constitutive model is proposed by introducing the existing mesoscopic damage constitutive model and using mixture theory. The damage of Yunying bedded salt rock under triaxial compression is calculated;and the effect of confining pressure on the equivalent additional lateral stress in salt rock is analyzed. The results show that the model can describe the experimental phenomena well;and the experimental results have important significance for the underground oil/gas storage of deep salt rock and the stability analysis of underground storage in bedded salt rock mass.
曹林卫1,彭向和1,任中俊2,杨春和3,李银平3. 三轴压缩下层状盐岩体细观损伤本构模型[J]. 岩石力学与工程学报, 2010, 29(11): 2304-2311.
CAO Linwei1,PENG Xianghe1,REN Zhongjun2,YANG Chunhe3,LI Yinping3. MESOSCOPIC DAMAGE CONSTITUTIVE MODEL OF BEDDED SALT ROCK MASS UNDER TRIAXIAL COMPRESSION. , 2010, 29(11): 2304-2311.
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