长沙理工大学学报(自然科学版)
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
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(1. 长沙理工大学 交通学院,长沙 410114;2. 长沙理工大学 公路养护技术国家工程研究中心,长沙 410114;3. 中国交通建设股份有限公司轨道分公司,北京 101317)

作者简介:

通讯作者:

史振宁(1990—)(ORCID:0000-0001-8580-0098),男,副教授,主要从事边坡稳定性方面的研究。 E-mail:shizhenning@126.com

中图分类号:

U414;TU45

基金项目:

国家自然科学基金资助项目(51838001);湖南省自然科学基金资助项目(2022JJ40491);湖南省教育厅青年基金资助项目(22B0295)


Investigation on roughness coefficient of silty mudstone joint surfaces considering direction and stress state
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(1. College of Transportation Engineering, Changsha University of Science & Technology, Changsha 410114, China;2. National Engineering Research Center for Highway Maintenance Technology, Changsha University of Science & Technology, Changsha 410114, China;3. Rail Transit Branch of China Communications Construction Co., Ltd., Beijing 101317,China)

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    摘要:

    【目的】深入探究粉砂质泥岩节理面在不同剪切方向与应力状态条件下的粗糙度系数取值方法。【方法】利用粉砂质泥岩相似材料与3D打印技术制作节理面,并开展不同应力状态下的节理面直剪试验,同时基于Grasselli提出的节理面形貌参数考虑剪切方向性,对粉砂质泥岩节理面抗剪强度特性进行研究。【结果】受节理面起伏程度、剪切方向以及法向应力的影响,粉砂质泥岩节理面在剪切过程中的破坏类型有所不同,且通过试验结果反算得到的节理面粗糙度系数JRC较Barton等提出的JRC经验值偏大。本文提出了考虑方向性与应力状态的粉砂质泥岩节理面粗糙度系数JRC取值方法,该方法的预测值与反算值误差小于10%。【结论】节理面粗糙度系数与剪切方向的起伏形态有显著关系;随着法向应力的增加,JRC也增加但增加的速率逐渐下降;考虑节理面剪切方向以及法向应力的JRC取值方法可有效预测不同剪切方向与法向应力条件下的粉砂质泥岩节理面的抗剪强度。

    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.

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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.
WU Junzhe, SHI Zhenning, WEI Xiao. Investigation on roughness coefficient of silty mudstone joint surfaces considering direction and stress state[J]. Journal of Changsha University of Science & Technology (Natural Science),2025,22(1):82-90.

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  • 收稿日期:2023-10-08
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  • 在线发布日期: 2025-03-20
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