Field Test Research on Red Clay Slope under Atmospheric Action

被引:4
|
作者
Chen, Kaisheng [1 ]
机构
[1] Guizhou Univ, Civil Engn Coll, Guiyang 550025, Guizhou, Peoples R China
基金
中国国家自然科学基金;
关键词
SOIL SLOPE;
D O I
10.1155/2021/6668979
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
By embedding water content sensors and pore water pressure sensors inside the red clay slope on-site in Guiyang, Guizhou, shear tests were performed on soil samples at different depths of the slope under different weather. The changes of water content, pore water pressure, and shear strength index of the slope inside the slope under the influence of the atmosphere were tracked and tested, and the failure characteristics and evolution of the red clay slope were analyzed. It is believed that the depth of influence of the atmosphere on red clay slopes is about 0.7 m, rainfall is the most direct climatic factor leading to the instability of red clay slopes, and the evaporation effect is an important prerequisite for the catastrophe of red clay slopes. The cohesion and internal friction angle of the slope soil have a good binary quadratic function relationship with the water content and density. The water content and density can be used to calculate the cohesion and internal friction angle. Failure characteristics of red clay slopes: the overall instability failure is less, mainly surface failure represented by gullies and weathering and spalling, and then gradually evolved into shallow instability failure represented by collapse and slump. The damage evolution law is as follows: splash corrosion and surface corrosion stage -> fracture development stage -> gully formation stage -> gully development through stage -> local collapse stage -> slope foot collapse stage.
引用
收藏
页数:11
相关论文
共 50 条
  • [1] Dynamic response of anchoring overlying red clay rock slope under earthquake action
    Yan, Zhi-Xin
    Zhang, Liu-Ping
    Jiang, Ping
    Duan, Jian
    Ren, Zhi-Hua
    Yantu Lixue/Rock and Soil Mechanics, 2014, 35 (03): : 753 - 758
  • [2] Dynamic response of anchoring overlying red clay rock slope under earthquake action
    Yan Zhi-xin
    Zhang Liu-ping
    Jiang Ping
    Duan Jian
    Ren Zhi-hua
    ROCK AND SOIL MECHANICS, 2014, 35 (03) : 753 - 758
  • [3] Stability Analysis of Red Clay Slope Under Rainfall Condition
    Chen, Kai-sheng
    PROCEEDINGS OF GEOSHANGHAI 2018 INTERNATIONAL CONFERENCE: FUNDAMENTALS OF SOIL BEHAVIOURS, 2018, : 256 - 264
  • [4] Research of general triaxial test for unsaturated red clay
    Long Wan-xue
    Chen Kai-sheng
    Xiao Tao
    Peng Xiao-ping
    ROCK AND SOIL MECHANICS, 2009, 30 : 28 - 33
  • [5] Study on failure mechanism of red clay slope under dry and wet cycles
    Wang, Lei
    Chen, Kaisheng
    2019 INTERNATIONAL CONFERENCE ON ADVANCES IN CIVIL ENGINEERING, ENERGY RESOURCES AND ENVIRONMENT ENGINEERING, 2019, 330
  • [6] Seepage Characteristics and Scouring Modes of a Cracked Red Clay Slope Under Rainfall
    Cao S.-P.
    Fu H.-Y.
    Gao Q.-F.
    Yu G.-T.
    Zeng L.
    Zhongguo Gonglu Xuebao/China Journal of Highway and Transport, 2022, 35 (05): : 33 - 43
  • [7] Model Test Method of Soil Slope under Hail Action
    Zhao M.
    Liu Z.
    Zhao H.
    Xu Z.
    Peng W.
    Yang K.
    Hunan Daxue Xuebao/Journal of Hunan University Natural Sciences, 2023, 50 (03): : 217 - 226
  • [8] Research on Field Filling and Penetration Test of Highly Plastic Clay
    Sui Zhili
    Wang Xupeng
    Li Zhaoguang
    Zhang He
    PROGRESS IN INDUSTRIAL AND CIVIL ENGINEERING II, PTS 1-4, 2013, 405-408 : 207 - 210
  • [9] Study of Ion Adsorption and Shear Strength of Red Clay under Leaching Action
    Song, Yu
    Li, Hui
    Geng, Yukun
    Xia, Lulu
    Yan, Rongtao
    SUSTAINABILITY, 2023, 15 (02)
  • [10] Artificial rainfall failure experiments for a red clay slope
    Chen, Kai Sheng
    Progress in Industrial and Civil Engineering III, Pt 1, 2014, 638-640 : 402 - 406