直剪试验
剪切(地质)
接头(建筑物)
本构方程
极限抗拉强度
岩土工程
岩石力学
材料科学
结构工程
曲面(拓扑)
抗剪强度(土壤)
复合材料
剪切(物理)
剪应力
地质学
岩体分类
法学
工程类
几何学
有限元法
数学
土壤水分
土壤科学
政治学
作者
Giovanni Grasselli,P. Egger
标识
DOI:10.1016/s1365-1609(02)00101-6
摘要
A new constitutive criterion, relating stress and displacements, is proposed to model the shear resistance of joints under constant normal load conditions. It is based on an empirical description of the surface, and on the results from more than 50 constant-normal-load direct-shear tests performed on replicas of tensile joints and on induced tensile fractures for seven rock types. This constitutive model is able to describe experimental shear tests conducted in the laboratory. Moreover, the parameters required in the model can be easily measured through standard laboratory tests. The proposed criterion was also used to estimate the joint roughness coefficient (JRC) value. The predicting values were successfully correlated with JRC values obtained by back analysis of shear tests.
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