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
  • [1] Effect of Drying-Wetting Cycle and Vibration on Strength Properties of Granite Residual Soil
    Tang, Jiarun
    Chen, Dongxia
    APPLIED SCIENCES-BASEL, 2024, 14 (01):
  • [2] Drying-Wetting Cycles: Effect on Deep Soil Carbon
    Qi, Ji
    Markewitz, Daniel
    Foroughi, Maryam
    Jokela, Eric
    Strahm, Brian
    Vogel, Jason
    SOIL SYSTEMS, 2018, 2 (01) : 1 - 13
  • [3] Resilience of the sorption capacity of soil organic matter during drying-wetting cycle
    Kim, Pil-Gon
    Kwon, Jung-Hwan
    CHEMOSPHERE, 2020, 242
  • [4] Effect of drying-wetting cycles on compacted wide grading gravelly soil
    Wang, Hong-Yu, 1600, Academia Sinica (35):
  • [5] 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
  • [6] Effect of drying-wetting cycles on compacted wide grading gravelly soil
    Li Yu-jia
    Wang Hong-yu
    Tang Shao-rong
    Zhang Xue-ke
    ROCK AND SOIL MECHANICS, 2014, 35 : 272 - 277
  • [7] Impact of wetting-drying cycle effects on stability of expansive soil slopes
    Zhou, Jian
    Xu, Hong-Zhong
    Hu, Wen-Jie
    Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2013, 35 (SUPPL.2): : 152 - 156
  • [8] Centrifuge Model Test on Unsaturated Expansive Soil Slopes with Cyclic Wetting–Drying and Inundation at the Slope Toe
    Tie-lin Chen
    Cheng Zhou
    Guo-li Wang
    En-long Liu
    Feng Dai
    International Journal of Civil Engineering, 2018, 16 : 1341 - 1360
  • [9] 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 - +
  • [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