Centrifuge Modeling of Drying-Wetting Cycle Effect on Soil Slopes

被引:4
|
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
  • [1] New method for full-process deformation of slopes subject to drying-wetting cycles
    Luo, Fangyue
    Zhang, Ga
    BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2025, 84 (05)
  • [2] Effect of Drying-Wetting Cycle and Vibration on Strength Properties of Granite Residual Soil
    Tang, Jiarun
    Chen, Dongxia
    APPLIED SCIENCES-BASEL, 2024, 14 (01):
  • [3] Centrifuge modeling of new pile reinforcement on slopes subjected to drawdown
    Liu, Sujia
    Zhang, Ga
    Luo, Fangyue
    BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2022, 81 (10)
  • [4] Centrifuge modeling of soil slopes overlying bedrock under excavation conditions
    Zhao, Yiying
    Zhang, Ga
    SOILS AND FOUNDATIONS, 2020, 60 (04) : 886 - 897
  • [5] Resilience of the sorption capacity of soil organic matter during drying-wetting cycle
    Kim, Pil-Gon
    Kwon, Jung-Hwan
    CHEMOSPHERE, 2020, 242
  • [6] Water infiltration in a cracked soil considering effect of drying-wetting cycles
    Cheng, Qing
    Tang, Chao-Sheng
    Xu, Dan
    Zeng, Hao
    Shi, Bin
    JOURNAL OF HYDROLOGY, 2021, 593
  • [7] Effects of initial density and drying-wetting cycle on soil water characteristic curve of unsaturated loess
    Liu Feng-yin
    Zhang Zhao
    Zhou Dong
    Zhao Xu-guang
    Zhu Liang
    ROCK AND SOIL MECHANICS, 2011, 32 : 132 - +
  • [8] Research on Uniaxial Compression and Tension Tests of Sandstone Subjected to Drying-wetting Cycle
    Yao, Huayan
    Zhu, Yong
    Wu, Ping
    DISASTER ADVANCES, 2013, 6 : 388 - 392
  • [9] Coal Pore Structure Evolution Under Drying-Wetting Cycle
    Liu, Yikang
    Wang, Haiyan
    Niu, Huiyong
    Xing, Shuwen
    Wang, Gongda
    Zhou, Zhenxing
    Yang, Yanxiao
    Liu, Xiaolu
    NATURAL RESOURCES RESEARCH, 2025,
  • [10] Influence of Sulfate Attack and Drying-wetting Cycle on Properties of Mortar
    Chen Da
    Wang Na
    Jiang Chaohua
    PROGRESS IN INDUSTRIAL AND CIVIL ENGINEERING, PTS. 1-5, 2012, 204-208 : 3731 - 3735