Correlative Research on Permeability and Microstructure of Life Source Contaminated Clay

被引:1
|
作者
Cao, Liwen [1 ]
Wang, Yong [1 ]
Huo, Pan [1 ]
Sun, Zhao [1 ]
Zhang, Xuezhe [1 ]
机构
[1] China Univ Min & Technol, Sch Resource & Earth Sci, Xuzhou 221116, Peoples R China
关键词
Life source contaminated clay; Permeability; Microstructure; SOIL;
D O I
10.1007/978-3-319-09060-3_90
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Based on the test results deriving from laboratory simulation experiment device which consists of a waste layer, a drainage layer, a compacted clay layer, from the top down, as well as a contaminants recirculation system, and a few test instruments, falling head permeability test and scanning electron microscopy (SEM) are conducted to determine the permeability and microstructure of the contaminated clay at four pollution depths: 22.5, 45.0, 67.5 and 90.0 cm respectively. Consequently, quantitative relationship among such parameters as permeability coefficient k, total pore area A, area void ratio e, and mean pore size d(0) with pollution diffusion depths are explored. Finally, the evolution mechanism of the permeability and microstructure of contaminated clay related to life source is revealed. The researches show as follows: with the increase of pollution depth, permeability coefficient k, total pore area A, area void ratio e as well as mean pore size d0 are increasing, and their relationship can be summarized as k - 7 lnd(A) - 200e(2) + 160e + 2d(0)(2) - 12d(0) - 8; Under such effects as ions exchange and adsorption, organic materials and suspended solids coagulation as well as complex chemical reactions between contaminants and clay, with pollution depth increasing, the clay permeability is improved due to the decreased influence of contaminants and their degradation products on clay, as well as the increased total pore area and void ratio.
引用
收藏
页码:511 / 514
页数:4
相关论文
共 50 条
  • [1] Study on Electrical Parameters and Microstructure of the Life Source-Contaminated Soil
    Zang, Junchao
    Xie, Xinyu
    Zheng, Lingwei
    PROCEEDINGS OF GEOSHANGHAI 2018 INTERNATIONAL CONFERENCE: GEOENVIRONMENT AND GEOHAZARD, 2018, : 373 - 385
  • [2] Effects of Nonaqueous Phase Liquids Pollution on the Permeability and Microstructure of In-Filed and Laboratory Soaked Contaminated Clay Soils
    Gao, Yanbin
    Liu, Jiadan
    GEOFLUIDS, 2022, 2022
  • [3] Microstructure and deformation characteristics of clay contaminated by alkaline solution
    Song, Yu
    Chen, Xuejun
    Ao, Jie
    Li, Qiu
    Electronic Journal of Geotechnical Engineering, 2014, 19 (Z5): : 17259 - 17267
  • [4] Influence of soil microstructure on air permeability in compacted clay
    Nguyen, Viet
    Pineda, Jubert Andres
    Romero, Enrique
    Sheng, Daichao
    GEOTECHNIQUE, 2021, 71 (05): : 373 - 391
  • [6] RESEARCH ON SHEAR STRENGTH OF OIL CONTAMINATED CLAY LOAM
    Chen, Weisheng
    Zheng, Xilai
    Tong, Ling
    FRESENIUS ENVIRONMENTAL BULLETIN, 2019, 28 (08): : 6202 - 6208
  • [7] STUDY ON PERMEABILITY AND ELECTRICAL RESISTIVITY OF RED CLAY CONTAMINATED BY CU2+
    Ban, Rulong
    Chen, Xuejun
    Song, Yu
    Bi, Pengyan
    Yang, Xin
    Zhang, Xiaochen
    CIVIL ENGINEERING JOURNAL-STAVEBNI OBZOR, 2021, 30 (01): : 312 - 322
  • [8] Water permeability, water retention and microstructure of unsaturated compacted Boom clay
    Romero, E
    Gens, A
    Lloret, A
    ENGINEERING GEOLOGY, 1999, 54 (1-2) : 117 - 127
  • [9] Water permeability, water retention and microstructure of unsaturated compacted Boom clay
    Dept. Geotechnical Eng. and Geosci., Univ. Politecnica Catalunya, J., Barcelona, Spain
    Eng. Geol., 1-2 (117-127):
  • [10] Permeability of remoulded low-plasticity clay contaminated by bioethanol-based fluids
    Lucio Di Matteo
    Remo Ricco
    Lucia Filippini
    Giuseppe Vinti
    Bulletin of Engineering Geology and the Environment, 2016, 75 : 293 - 300