Abstract

Anisotropy in rock joint is strongly dependent on undulating surface morphology. Recent research of the morphology showed the parameter can express the different types of anisotropic characteristics of the joint surface separately. This report aims to analyze the common characteristic of the anisotropic distribution and exhibit the anisotropic variation trend. The joint morphology function consists of two morphology functions of regular plane in orthogonal directions, and the anisotropic variation determined by the contribution ratios of the two morphology. The roughness weight ratio in orthogonal direction of joint surface is used as an index to describe the anisotropic variation behavior, which proposes the anisotropic variation coefficient (AVC). On this basis, it is divided into 5 levels from strong anisotropic to isotropic. According to the assumption of anisotropic arc distribution, the anisotropic analytic function is derived and the agreement between the deduced curves and measured data therefore suggests the possibility of defining the morphology anisotropy through the index AVC. Finally, we verify the characteristic of three natural rock joints, and prove the proposed function can reflect the anisotropic distribution trend. The new index can be used to describe the anisotropic variation behaviour of rock joint surfaces.

Highlights

  • Anisotropy in rock joint is strongly dependent on undulating surface morphology

  • Though the studies show the roughness parameters can individually describe the anisotropic characteristics for the given joint surfaces, it cannot reflect the variation of the anisotropy with different surface roughness, and the study of anisotropy still staying at the property description stage

  • We propose a new method for constructing joint surfaces with contribution ratio based on the investigation of the anisotropic distribution in existing researches

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Summary

Introduction

Anisotropy in rock joint is strongly dependent on undulating surface morphology. Recent research of the morphology showed the parameter can express the different types of anisotropic characteristics of the joint surface separately. The roughness weight ratio in orthogonal direction of joint surface is used as an index to describe the anisotropic variation behavior, which proposes the anisotropic variation coefficient (AVC). According to the parameterization methods proposed by different scholars (see Supplementary Table S1 online), the parameters for describing the joint surface topography are mainly divided into two categories: directional and non-directional[13]. The former category analyzes the effective undulation of the potential contact portion of the surface. To clearly show the degree of anisotropy, the factor of the composition of joint surfaces should be considered

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