Volume 37 Issue 5
Oct.  2023
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Article Navigation >  GEOTECHNICAL ENGINEERING TECHNIQUE  > 2023  >  37(5): 614-617
Song Lei, Zhang Rongkuan, Tang Yong. Study on the Effect of Drying and Wetting Cycles on the Crack Evolution and Strength of Expansive Mudstone[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2023, 37(5): 614-617. doi: 10.3969/j.issn.1007-2993.2023.05.016
Citation: Song Lei, Zhang Rongkuan, Tang Yong. Study on the Effect of Drying and Wetting Cycles on the Crack Evolution and Strength of Expansive Mudstone[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2023, 37(5): 614-617. doi: 10.3969/j.issn.1007-2993.2023.05.016
shu

Study on the Effect of Drying and Wetting Cycles on the Crack Evolution and Strength of Expansive Mudstone

doi: 10.3969/j.issn.1007-2993.2023.05.016
  • 1.

    China Design Group Co., Ltd., Nanjing 210029, Jiangsu, China

  • 2.

    Jiangsu Yuheng Engineering Quality Inspection Co., Ltd., Yancheng 224014, Jiangsu, China

  • Received Date: 2022-07-26
  • Accepted Date: 2023-05-06
  • Rev Recd Date: 2023-04-09
  • Publish Date: 2023-10-16
    Abstract
  • Based on the indoor drying and wetting cycles test of the undisturbed expansive mudstone in a water conservancy project in Hefei area, the crack images of expansive mudstone under different times of drying and wetting cycles were analyzed, and the direct shear test was carried out. The results show that the cohesion and internal friction angle of expansive mudstone decrease with the increasing number of drying and wetting cycles time, and the fracture length and total fracture area increase with the increasing number of drying and wetting cycles under the condition of limited water swelling deformation. The research results have guiding significance for engineering construction in this kind of expansive mudstone area.

     

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    • References(10)
  • [1]
    BADGER C W, CUMMINGS A D, WHITMORE R L. The disintegration of shale[J]. Journal of the Institute of Fuel,1956,29:417-423.
    [2]
    傅　晏. 干湿循环水岩相互作用下岩石劣化机理研究[D]. 重庆: 重庆大学, 2010.
    [3]
    刘新荣,傅 晏,王永新,等. (库)水–岩作用下砂岩抗剪强度劣化规律的试验研究[J]. 岩土工程学报,2008,30(9):1298-1302.
    [4]
    邓华锋,周美玲,李建林,等. 水–岩作用下红层软岩力学特性劣化规律研究[J]. 岩石力学与工程学报,2016,35(S2):3481-3491.
    [5]
    李玲芸. 基于干湿循环的膨胀土工程特性试验研究[D]. 咸阳: 西北农林科技大学, 2015.
    [6]
    卢再华,陈正汉,蒲毅彬. 膨胀土干湿循环胀缩裂隙演化的CT试验研究[J]. 岩土力学,2002,23(4):417-422.
    [7]
    杨建林,王来贵,李春林,等. 遇水–风干循环作用下泥岩断裂的微观机制研究[J]. 岩石力学与工程学报,2014,33(S2):3606-3612.
    [8]
    黄维辉. 干湿交替作用下砂岩劣化效应研究[D]. 昆明: 昆明理工大学, 2014.
    [9]
    邓华锋,李建林,刘 杰,等. 浸泡–风干循环作用对砂岩变形及破坏特征影响研究[J]. 岩土工程学报,2012,34(9):1620-1626.
    [10]
    张惠梅,杨更社. 冻融岩石损伤劣化及力学特性研究[J]. 煤炭学报,2013,38(10):1756-1762.
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