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考虑方向性与应力状态的粉砂质泥岩节理面粗糙度系数研究

吴俊哲 史振宁 魏笑

长沙理工大学学报(自然科学版)2025,Vol.22Issue(1):82-90,9.
长沙理工大学学报(自然科学版)2025,Vol.22Issue(1):82-90,9.DOI:10.19951/j.cnki.1672-9331.20231008001

考虑方向性与应力状态的粉砂质泥岩节理面粗糙度系数研究

Investigation on roughness coefficient of silty mudstone joint surfaces considering direction and stress state

吴俊哲 1史振宁 2魏笑3

作者信息

  • 1. 长沙理工大学 交通学院,长沙 410114
  • 2. 长沙理工大学 交通学院,长沙 410114||长沙理工大学 公路养护技术国家工程研究中心,长沙 410114
  • 3. 长沙理工大学 交通学院,长沙 410114||中国交通建设股份有限公司轨道分公司,北京 101317
  • 折叠

摘要

Abstract

[Purposes]This paper aims to deeply investigate the method for determining the roughness coefficient of silty mudstone joint surfaces(JRC)under different shear directions and stress states.[Methods]Materials similar to silty mudstone and 3D printing technology were used to fabricate joint surfaces.Direct shear tests were conducted on the joint surfaces under different stress states.Furthermore,based on the morphological parameters of joint surfaces proposed by Grasselli,the shear direction was considered to investigate the shear strength of silty mudstone joint surfaces.[Findings]The failure types of silty mudstone joint surfaces are different due to the fluctuation degree of joint surfaces,shear direction,and normal stress,and the JRC value obtained by inversion of test results is larger than the empirical JRC value proposed by Barton et al.In addition,a method of calculating JRC value of silty mudstone joint surfaces considering direction and stress state was proposed.The error between the predicted value and the calculated value is less than 10%.[Conclusions]The roughness coefficient of joint surfaces has a significant relationship with the undulation pattern of shear direction.With the increase in normal stress,the JRC value increases,but the rate of increase decreases.The JRC value calculation method considering the shear direction and normal stress of the joint surfaces can effectively predict the shear strength of silty mudstone joint surfaces under different shear direction and normal stress conditions.

关键词

粉砂质泥岩节理面/粗糙度系数/抗剪强度/直剪试验/强度特性

Key words

silty mudstone rock joints/roughness coefficient/shear strength/direct shear test/strength characteristics

分类

交通运输

引用本文复制引用

吴俊哲,史振宁,魏笑..考虑方向性与应力状态的粉砂质泥岩节理面粗糙度系数研究[J].长沙理工大学学报(自然科学版),2025,22(1):82-90,9.

基金项目

国家自然科学基金资助项目(51838001) (51838001)

湖南省自然科学基金资助项目(2022JJ40491) (2022JJ40491)

湖南省教育厅青年基金资助项目(22B0295) Project(51838001)supported by the National Natural Science Foundation of China (22B0295)

Project(2022JJ40491)supported by Natural Science Foundation of Hunan Province (2022JJ40491)

Project(22B0295)supported by Youth Foundation of Hunan Provincial Department of Education (22B0295)

长沙理工大学学报(自然科学版)

1672-9331

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