Research on fatigue accumulative damage of expansive soil in the alternation of wetting-drying environment

被引:1
|
作者
Zeng, Zhaotian [1 ]
Lu, Haibo [1 ]
Zhao, Yanlin [1 ]
机构
[1] Guilin Univ Technol, Guangxi Key Lab Construct Engn Test, Guilin 541004, Peoples R China
来源
关键词
alternation wetting-drying; expansive soil strength; fatigue accumulative damage; cycle amplitude;
D O I
10.4028/www.scientific.net/AMM.170-173.898
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The shear strength of expansive soil has the obvious varying property with the changing of seasonal climatic. Based on Palmgrem-Miner linear accumulative damage theory, laboratory experiments on the strength of expansive soil combining with different wetting-drying cycle amplitudes were performed to discuss on the fatigue accumulative damage of expansive soil in the alternation of wetting-drying environment. The results show that: (I)The applying sequence of high (low) cycle amplitudes have significant effect upon the fatigue accumulative damage of expansive soil, and the strength attenuation of expansive soil is mainly controlled by the high circulate amplitude. (2) The Palmgrem-Miner linear accumulative damage criterion can basically reflect the fatigue accumulative damage process of expansive soil in the alternation wetting-drying environment, and the value of damage score "D" is close to 1 when the strength of expansive soil is stabled.
引用
收藏
页码:898 / 902
页数:5
相关论文
共 50 条
  • [31] Research on the deformation evolution and the strength weaking of slip soil under wetting-drying cycle
    Dong J.
    Zhao Z.
    Yang J.
    Huang Z.
    Huang, Zhiquan (huangzhiquan@ncwu.edu.cn), 1600, Sichuan University (48): : 1 - 7
  • [32] Soil erosion characteristics of a residual soil under wetting-drying cycles
    Vilayvong, K.
    Yasufuku, N.
    Iwami, K.
    Geomechanics from Micro to Macro, Vols I and II, 2015, : 1461 - 1466
  • [33] Stabilised expansive soil behaviour during wetting and drying
    Estabragh, A. R.
    Pereshkafti, M. R. S.
    Parsaei, B.
    Javadi, A. A.
    INTERNATIONAL JOURNAL OF PAVEMENT ENGINEERING, 2013, 14 (04) : 418 - 427
  • [34] Development and application of an instrument for simulating wetting-drying cycles of expansive soils under loads
    DONG Jun-gui
    LV Hai-bo
    WU Wei
    Journal of Mountain Science, 2018, 15 (11) : 2552 - 2560
  • [35] The geotechnical behaviour and microstructural characteristics of the alkaline residue/cement-stabilized expansive soil under wetting-drying cycles
    Zhu, Fanghua
    Wu, Zhigang
    Zhang, Zhifeng
    Yang, Dahai
    Wen, Guangjun
    QUARTERLY JOURNAL OF ENGINEERING GEOLOGY AND HYDROGEOLOGY, 2025, 58 (02)
  • [36] Modeling of the swelling-shrinkage behavior of expansive clays during wetting-drying cycles
    Zhao, N. F.
    Ye, W. M.
    Chen, B.
    Chen, Y. G.
    Cui, Y. J.
    ACTA GEOTECHNICA, 2019, 14 (05) : 1325 - 1335
  • [37] Effect of wetting-drying cycles on soil desiccation cracking behaviour
    Tang, Chao-Sheng
    Cui, Yu-Jun
    Shi, Bin
    Anh-Minh Tang
    An, Ni
    3RD EUROPEAN CONFERENCE ON UNSATURATED SOILS - E-UNSAT 2016, 2016, 9
  • [38] Failure mechanism of canal slopes of expansive soils considering action of wetting-drying cycles
    Cai Z.-Y.
    Chen H.
    Huang Y.-H.
    Zhang C.
    Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2019, 41 (11): : 1977 - 1982
  • [39] Development and application of an instrument for simulating wetting-drying cycles of expansive soils under loads
    Dong, Jun-gui
    Lv, Hai-bo
    Wu, Wei
    JOURNAL OF MOUNTAIN SCIENCE, 2018, 15 (11) : 2552 - 2560
  • [40] Swelling Research of Expansive Soil Under Drying-Wetting Cycles: A NMR Method
    Wei, G. F.
    Dong, J. G.
    SOILS AND ROCKS, 2020, 43 (01): : 21 - 30