Study on the mechanical properties of clayey slip zone soil considering montmorillonite content

Author:

Jianhui Long1,Zhiqiang Yi1,Yuqi Jin2,Hongyan Yan3,Chenyang Cao1,Rui Dong1

Affiliation:

1. Taiyuan University of Technology

2. Architectural Design and Research Institute (Group) Co.,Ltd.,Tongji University

3. Shanxi Metallurgical Geotechnical Engineering Investigation Ltd

Abstract

Abstract The strength property of slip zone soil determines the evolution mechanism and deformation damage of landslides. When the slip zone soil contains a certain amount of hydrophilic minerals, it, therefore, has swelling properties. These swelling properties cause the mechanical property of cohesive slip zone soils to differ from those of conventional-type of slip zone soils. Thus, four cases of typical landslide cohesive slip zone soils in the Shanxi Province of the Yellow River Basin were used as research objects to study the mechanism of hydrophilic minerals on the mechanical properties of cohesive slip zone soils. The mineral fractions of the cohesive slip zone soils were analyzed using X-ray diffraction tests, followed by direct shear tests to analyze the pattern of the shear strength parameters of cohesive slip zone soils under different hydrophilic mineral contents with water content. Finally, the free swelling rate test was used to verify that montmorillonite minerals are the main hydrophilic minerals affecting the swelling characteristics of cohesive slip zone soils. The results were as follows. The cohesion and internal friction angle of clayey slipband soils exhibited two patterns (negative exponential/negative correlation) with the variation of water content, and the critical values of the pattern of the variation of the shear strength parameters with water content were affected by montmorillonite content ranging from 17.65% to 34.52%. The shear strength attenuation of clayey slip zone soils showed a positive correlation with the change in montmorillonite content, and the swelling property caused by montmorillonite minerals was the intrinsic reason for the shear strength attenuation of clayey slip zone soils under different water content conditions. The research results explain the shear strength decay law of cohesive slip zone soils from the perspective of mineral composition and reveal the unique strength properties of these slip zone soils.

Publisher

Research Square Platform LLC

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3