Effects of biochar on hydraulic conductivity of compacted kaolin clay

被引:62
|
作者
Wong, James Tsz Fung [1 ]
Chen, Zhongkui [1 ]
Wong, Annie Yan Yan [1 ]
Ng, Charles Wang Wai [1 ]
Wong, Ming Hung [1 ,2 ,3 ]
机构
[1] Hong Kong Univ Sci & Technol, Dept Civil & Environm Engn, Kowloon, Hong Kong, Peoples R China
[2] Educ Univ Hong Kong, Dept Sci & Environm Studies, CHEER, Tai Po, Hong Kong, Peoples R China
[3] Jinan Univ, Sch Environm, Guangzhou, Guangdong, Peoples R China
关键词
Compacted clay; Water permeability; Biochar; Micro-structure; Landfill cover; MIP; AMENDED CLAY; CEMENT;
D O I
10.1016/j.envpol.2017.11.079
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Compacted clay is widely used as capillary barriers in landfill final cover system. Recently, biochar amended clay (BAC) has been proposed as a sustainable alternative cover material. However, the effects of biochar on saturated hydraulic conductivity (k(sat)) of clay with high degree of compaction is not yet understood. The present study aims to investigate the effects of biochar on ksat of compacted kaolin clay. Soil specimens were prepared by amending kaolin clay with biochar derived from peanut-shell at 0, 5 and 20% (w/w). The k(sat) of soil specimens was measured using a flexible water permeameter. The effects of biochar on the microstructure of the compacted clay was also investigated using MIP. Adding 5% and 20% of biochar increased the k(sat) of compacted kaolin clay from 1.2 x 10(-9) to 2.1 x 10(-9) and 1.3 x 10(-9) ms(-1), respectively. The increase in k(sat) of clay was due to the shift in pore size distribution of compacted biochar-amended clay (BAC). MIP results revealed that adding 20% of biochar shifted the dominant pore diameter of clay from 0.01-0.1 mu m (meso- and macropores) to 0.1-4 mu m (macropores). Results reported in this communication revealed that biochar application increased the k(sat) of compacted clay, and the increment was positively correlated to the biochar percentage. (C) 2017 Elsevier Ltd. All rights reserved.
引用
收藏
页码:468 / 472
页数:5
相关论文
共 50 条
  • [31] Effect of desiccation cracking on the hydraulic conductivity of a compacted clay liner
    Omidi, GH
    Thomas, JC
    Brown, KW
    WATER AIR AND SOIL POLLUTION, 1996, 89 (1-2): : 91 - 103
  • [32] HYDRAULIC CONDUCTIVITY OF COMPACTED CLAY TO DILUTE ORGANIC CHEMICALS.
    Bowders, John J.
    Daniel, David E.
    Journal of geotechnical engineering, 1987, 113 (12): : 1432 - 1448
  • [33] Effect of desiccation cracking on the hydraulic conductivity of a compacted clay liner
    Texas A and M University, Soil and Crop Science Dept., College Station, TX 77843-2474, United States
    不详
    WATER AIR SOIL POLLUT., 1-2 (91-103):
  • [34] The temperature effects on hydraulic conductivity of compacted bentonite
    Cho, WJ
    Lee, JO
    Chun, KS
    APPLIED CLAY SCIENCE, 1999, 14 (1-3) : 47 - 58
  • [35] DEPTH VARIATIONS IN HYDRAULIC CONDUCTIVITY WITHIN A SINGLE LIFT OF COMPACTED CLAY
    THOMAS, JC
    BROWN, KW
    WATER AIR AND SOIL POLLUTION, 1992, 65 (3-4): : 371 - 380
  • [36] Hydraulic conductivity of compacted clay liners permeated with inorganic salt solutions
    Yilmaz, Gonca
    Yetimoglu, Temel
    Arasan, Seracettin
    WASTE MANAGEMENT & RESEARCH, 2008, 26 (05) : 464 - 473
  • [37] HYDRAULIC CONDUCTIVITY OF COMPACTED CLAY FROZEN AND THAWED IN-SITU - DISCUSSION
    PARUVAKAT, N
    JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1994, 120 (08): : 1458 - 1458
  • [39] Hydraulic Conductivity of Compacted Tropical Clay Treated with Rice Husk Ash
    Eberemu, Adrian O.
    Amadi, Agapitus A.
    Edeh, Joseph E.
    ADVANCES IN MATERIALS AND SYSTEMS TECHNOLOGIES III, 2012, 367 : 63 - +
  • [40] EFFECT OF FREEZE-THAW ON THE HYDRAULIC CONDUCTIVITY AND MORPHOLOGY OF COMPACTED CLAY
    OTHMAN, MA
    BENSON, CH
    CANADIAN GEOTECHNICAL JOURNAL, 1993, 30 (02) : 236 - 246