Centrifuge Modeling of Drying-Wetting Cycle Effect on Soil Slopes

被引:3
|
作者
Luo, Fangyue [1 ]
Zhang, Ga [1 ]
Ma, Changhui [2 ]
机构
[1] Tsinghua Univ, State Key Lab Hydrosci & Engn, Beijing 100084, Peoples R China
[2] Cent South Architecture Design Inst, Wuhan 430071, Peoples R China
基金
中国国家自然科学基金;
关键词
Centrifuge model test; Deformation; Drying-wetting cycle; Failure; Slope; STABILITY; RESERVOIR; SUBJECT; FAILURE;
D O I
10.1061/IJGNAI.GMENG-8737
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
A group of well-designed centrifuge model tests were conducted to analyze the influence of drying-wetting cycles on the failure and deformation behavior of the slope. The full-field displacement was measured via the image correlation-based analysis and was used for the coupled analysis of the deformation and failure process. The drying-wetting cycles caused the slope to exhibit a shallower slip surface and lower safety limit. The drying-wetting cycles induced a remarkable progressive failure downward to the toe of the slope that was driven by the coupling development mechanism in the local failure and deformation localization of the slope. The slope deformation tended to localize in an area and then was aggravated, which led to the local failure there. The derived progressive failure mechanism highlighted the diversity in the slip surface and safety limit of slopes with the application of various water variation conditions. The drying-wetting cycles decreased the slope stability by aggravating the degree of deformation localization. The drying-wetting cycles induced significant deformation near the slope surface, where the direction of slope displacement exhibited a reversible change within a drying-wetting cycle and changed from vertical to horizontal as the elevation decreased. The drying-wetting cycle caused the soil to consolidate; therefore, the slope deformation that was due to the drying-wetting cycles decreased as the number of drying-wetting cycles increased.
引用
收藏
页数:11
相关论文
共 50 条
  • [21] Microstructure and Mechanical Properties of Expansive Clay under Drying-Wetting Cycle
    Zang, Meng
    Tai, Jun
    Lu, Haijun
    APPLIED SCIENCES-BASEL, 2023, 13 (13):
  • [22] Effects of Drying-Wetting Cycles on Soil-Water Characteristic Curve
    Sayem, Hossain Md
    Kong, Ling-wei
    2016 INTERNATIONAL CONFERENCE ON POWER ENGINEERING & ENERGY, ENVIRONMENT (PEEE 2016), 2016, : 607 - 614
  • [23] Wetting Deformation and Constitutive Modeling of Predisintegrated Carbonaceous Mudstone Subjected to Drying-Wetting Cycles
    Liu, Jie
    Qiu, Xing-Yu
    Yu, Xiao-Wei
    Zeng, Ling
    Fu, Hong-Yuan
    INTERNATIONAL JOURNAL OF GEOMECHANICS, 2025, 25 (02)
  • [24] Investigation of drying-wetting durability of cement-stabilised clayey soil
    Liu, Wenhua
    Li, Wugang
    Sun, Xiuli
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GROUND IMPROVEMENT, 2022, 175 (02) : 139 - 149
  • [25] Influence of Drying-Wetting Cycles on the Water Retention and Microstructure of Residual Soil
    Xu, Xu-tang
    Liu, Dao-qi
    Xian, Zhen-xing
    Yang, Feng
    Jian, Wen-bin
    Xu, Xiang
    Huang, Jian-bin
    PLOS ONE, 2022, 17 (08):
  • [26] Influence of Drying-Wetting Cycles on the Water Retention and Microstructure of Residual Soil
    Xu, Xu-Tang
    Liu, Dao-Qi
    Xian, Zhen-Xing
    Yang, Feng
    Jian, Wen-Bin
    Xu, Xiang
    Huang, Jian-Bin
    GEOFLUIDS, 2022, 2022
  • [27] Effect of drying-wetting cycles on leaching behavior of cement solidified lead-contaminated soil
    Li, Jiang-Shan
    Xue, Qiang
    Wang, Ping
    Li, Zhen-Ze
    Liu, Lei
    CHEMOSPHERE, 2014, 117 : 10 - 13
  • [28] EFFECT OF DRYING-WETTING PROCESS ON FRICTION CAPACITY AND ADHESION FACTOR OF PILE FOUNDATION IN CLAYEY SOIL
    Tjandr, Daniel
    Indarto
    Soemitro, Ria Asih Aryani
    JURNAL TEKNOLOGI, 2015, 77 (11): : 145 - 150
  • [29] EFFECT OF DRYING-WETTING ON LONG-TERM STRENGTH OF MUDSTONE
    SHINJO, T
    KOMIYA, Y
    PROCEEDINGS OF THE TWELFTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING, VOL 1: TECHNICAL PAPERS, 1989, : 551 - 554
  • [30] Experimental study of pavement performances of lime-treated laterite soil considering drying-wetting cycle paths
    Cao Hao-rong
    Li Xin-ming
    Fan You-jie
    Wang Yong
    ROCK AND SOIL MECHANICS, 2012, 33 (09) : 2619 - 2624