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碎屑堆积体基岩-覆土接触面剪切实验研究

邱恩喜 赵剑杰 万旭升 王知深 刘君

西南石油大学学报(自然科学版)2025,Vol.47Issue(5):151-165,15.
西南石油大学学报(自然科学版)2025,Vol.47Issue(5):151-165,15.DOI:10.11885/j.issn.1674-5086.2023.06.13.02

碎屑堆积体基岩-覆土接触面剪切实验研究

An Experimental Study of Shear at the Bedrock-cover Contact Surface of a Clastic Accumulation

邱恩喜 1赵剑杰 2万旭升 2王知深 2刘君2

作者信息

  • 1. 西南石油大学土木建筑与测绘学院,四川成都 610500||地质灾害防治与地质环境保护国家重点实验室,四川成都 610059||中国科学院武汉岩土力学研究所岩土力学与工程国家重点实验室,湖北武汉 430071
  • 2. 西南石油大学土木建筑与测绘学院,四川成都 610500
  • 折叠

摘要

Abstract

In the southeast Tibetan region,the stratigraphic lithology is complex,the clastic accumulation is widely distributed,and the base cover interface is mostly the potential slip surface of the slope of such accumulation,whose shear mechanical properties are the key factor to control the stability of the slope.To investigate the mechanical properties of the base cover interface of the accumulation,a 3-level indoor orthogonal direct shear experiment with 4 factors(rock content,joint roughness coefficient(JRC),water content,and bedrock softness)was conducted.The results show that the shear stress-shear displacement curve pattern of the soil-stone mixture-bedrock interface is dominated by plastic strain,but there is strain softening in the test curve with a JRC value of 18.7 at high vertical pressure,and the length of the strain softening phase is positively correlated with the size of the rock content.In addition,the shear stress-shear displacement curve is prone to the phenomenon of"stress jump",which is mainly related to the block and bedrock embedded occlusion,block and bedrock fragmentation,block in the bedrock surface position adjustment;for the shear strength of soil-stone mixture-bedrock interface,the degree of bedrock softness and water content have the most significant degree of influence.The key factors affecting cohesion and internal friction angle are the degree of bedrock softness and water content,while the key factors affecting shear expansion are JRC and bedrock softness and hardness,and the key factors affecting shear contraction are rock content and water content.

关键词

藏东南/碎屑堆积体/基覆界面/节理粗糙度系数/剪切力学特性/正交实验法

Key words

southeast Tibet/clastic accumulation/bedrock-cover interface/JRC/shear mechanical properties/orthogonal ex-perimental method

分类

石油、天然气工程

引用本文复制引用

邱恩喜,赵剑杰,万旭升,王知深,刘君..碎屑堆积体基岩-覆土接触面剪切实验研究[J].西南石油大学学报(自然科学版),2025,47(5):151-165,15.

基金项目

四川省科技计划(2025ZNSFSC0331) (2025ZNSFSC0331)

地质灾害防治与地质环境保护国家重点实验室开放基金(SKLGP2021K017) (SKLGP2021K017)

四川高速公路建设开发集团有限公司科技项目(2022-cg-1y-3) (2022-cg-1y-3)

西藏自治区科技计划重点研发(XZ202402ZY0010) (XZ202402ZY0010)

西南石油大学学报(自然科学版)

OA北大核心

1674-5086

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