The shear strength components of a rough rock joint

M. Maksimović
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引用次数: 73

Abstract

A non-linear failure envelope of hyperbolic type in terms of effective stresses for rock discontinuities is described by a simple three parameter expression, which contains the basic angle of friction, the roughness angle and the median angle pressure. The components of friction, dilation and breakage of asperities are derived. The proposed expressions are related to the widely used failure law of a logarithmic type proposed by Barton and the simple correspondence of two sets of parameters derived. Comparison with the power type expressions and possibilities for conversion is presented. Several experimental results are used for verification of the proposed relations. It is shown that the proposed hyperbolic relation has significant advantages.

粗糙岩石节理的抗剪强度成分
用包含基本摩擦角、粗糙角和中位角压力的简单三参数表达式来描述岩石结构面有效应力的双曲型非线性破坏包络。推导了凹凸体的摩擦、膨胀和断裂分量。所提出的表达式与Barton提出的广泛使用的对数型破坏规律以及推导出的两组参数的简单对应关系有关。给出了与幂型表达式的比较和转换的可能性。几个实验结果用于验证所提出的关系。结果表明,所提出的双曲关系具有显著的优越性。
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