Effects of remoulding and wetting-drying-freezing-thawing cycles on the pore structures of Yanji mudstones

被引:25
|
作者
Zeng Z. [1 ,2 ,3 ]
Kong L. [1 ,2 ]
Wang M. [4 ]
Wang J. [1 ,2 ]
机构
[1] State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Xiaohongshan, Wuhan, 430071, Wuchang
[2] University of Chinese Academy of Sciences, Beijing
[3] Ecole des Ponts ParisTech, U.R. Navier/CERMES, 6 et 8 av. Blaise Pascal, Cité Descartes, Champs–sur–Marne, 77455
[4] Rockfield Software Limited, Swansea, SA18AS, Wales
基金
中国国家自然科学基金;
关键词
Pore structure; Remoulding; Swelling mudstones; Wetting-drying-freezing-thawing cycles;
D O I
10.1016/j.coldregions.2020.103037
中图分类号
学科分类号
摘要
The pore structure governs the physical and mechanical behaviours of geomaterials, thereby affecting the stability of the infrastructures built on these materials. This study investigated the effects of remoulding and wetting-drying-freezing-thawing (W–D–F–T) cycles on the pore structures of two Yanji mudstones using scanning electronic microscopy (SEM), mercury intrusion porosimetry (MIP) and nitrogen adsorption (NA) techniques. The results show that the pores of both the yellow-brown and magenta mudstones become rounder and more disordered after remoulding. Remoulding leads to an increase in the inter-aggregate pore volume and a decrease in the intra-aggregate pore volume because of the exposure of intra-aggregate pores after crushing and the compaction of aggregates during the compression process. The W-D-F-T cycles make the pores of the remoulded yellow-brown mudstone more disordered and flatter and induce an increase in the inter-aggregate pore volume due to the formation of cracks and large pores. Meanwhile, the intra-aggregate pore volume decreases owing to the contraction of aggregates during the drying process. According to the increased inter-aggregate pore volume and decreased intra-aggregate pore volume, an increase in the hydraulic conductivity and a decrease in the shear strength can be expected after remoulding and W-D-F-T cycles, which decrease the stability of mudstone slopes. © 2020 Elsevier B.V.
引用
收藏
相关论文
共 50 条
  • [31] Effects of drying-rewetting or freezing thawing cycles on enzymatic activities of different Mediterranean soils
    Daou, Laurent
    Perissol, Claude
    Luglia, Mathieu
    Calvert, Virgile
    Criquet, Steven
    SOIL BIOLOGY & BIOCHEMISTRY, 2016, 93 : 142 - 149
  • [32] NMR-Based Study on Soil Pore Structures Affected by Drying-Wetting Cycles
    Dong, Jungui
    Lyu, Haibo
    Xu, Guoyuan
    He, Cong
    ARABIAN JOURNAL FOR SCIENCE AND ENGINEERING, 2020, 45 (05) : 4161 - 4169
  • [33] Coal pore characteristics at different freezing temperatures under conditions of freezing-thawing cycles
    Sun, Yong
    Zhai, Cheng
    Qin, Lei
    Xu, Jizhao
    Yu, Guoqing
    ENVIRONMENTAL EARTH SCIENCES, 2018, 77 (13)
  • [34] SEPARATE EFFECTS OF FREEZING THAWING AND DRYING LIVING CELLS
    GREAVES, RIN
    DAVIES, JD
    ANNALS OF THE NEW YORK ACADEMY OF SCIENCES, 1965, 125 (A2) : 548 - &
  • [35] EFFECTS OF FREEZING AND THAWING CYCLES ON THE ENGINEERING PROPERTIES OF SOILS
    Ozgan, E.
    Serin, S.
    Erturk, S.
    Vural, I.
    SOIL MECHANICS AND FOUNDATION ENGINEERING, 2015, 52 (02) : 95 - 99
  • [36] The variation characteristics of micro-pore structures of underground rocks in cold regions subject to freezing and thawing cycles
    Haibo Jiang
    Keni Li
    Jin Jin
    Arabian Journal of Geosciences, 2020, 13
  • [37] The variation characteristics of micro-pore structures of underground rocks in cold regions subject to freezing and thawing cycles
    Jiang, Haibo
    Li, Keni
    Jin, Jin
    ARABIAN JOURNAL OF GEOSCIENCES, 2020, 13 (01)
  • [38] Effects of Freezing and Thawing Cycles on the Engineering Properties of Soils
    E. Özgan
    S. Serin
    S. Ertürk
    I. Vural
    Soil Mechanics and Foundation Engineering, 2015, 52 : 95 - 99
  • [39] A laboratory investigation of the effects of cyclic heating and cooling, wetting and drying, and freezing and thawing on the compressive strength of selected sandstones
    Hale, PA
    Shakoor, A
    ENVIRONMENTAL & ENGINEERING GEOSCIENCE, 2003, 9 (02): : 117 - 130
  • [40] Effects of the intensity and time of wetting-drying cycles on the pore distribution of granite red soil
    Zhang G.
    Wei Y.
    Zhou X.
    Chen X.
    Gu J.
    Cai C.
    Nongye Gongcheng Xuebao/Transactions of the Chinese Society of Agricultural Engineering, 2022, 38 : 106 - 113