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.
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