Gas and liquid permeability in the variably saturated compacted loess used as an earthen final cover material in landfills

被引:26
作者
Zhang, Dengfei [1 ]
Wang, Jiading [1 ]
Chen, Cunli [2 ]
机构
[1] Northwest Univ, Dept Geol, State Key Lab Continental Dynam, Xian 710069, Peoples R China
[2] Xian Univ Technol, Shaanxi Prov Key Lab Loess Mech & Engn, Xian 710048, Peoples R China
基金
中国国家自然科学基金; 中国博士后科学基金;
关键词
Gas permeability; Liquid permeability; Liquid saturation; Dry density; Earthen final cover; Loess; SOIL-WATER CHARACTERISTICS; HYDRAULIC CONDUCTIVITY; MECHANICAL BEHAVIORS; UNSATURATED SOILS; AIR PERMEABILITY; RETENTION; STRESS; SIZE; PARAMETERS; CLAY;
D O I
10.1016/j.wasman.2020.01.030
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Landfill final covers are crucial to mitigating both the emission of landfill gases and surface water infiltration into solid wastes. Loess that is widely distributed in Northwest China has been transformed into earthen final cover (EFC), although not yet on a large scale. There remains a need for laboratory bench-testing in assessing the performance of this loess as an EFC material, particularly with respect to gas and liquid permeability. To evaluate gas and liquid permeability in the variably saturated loess at the laboratory scale, loess specimens with various resultant dry densities and post-compaction water contents were prepared. Laboratory tests were performed including constant gas pressure-gradient tests and wetting tests in a step-wise fashion to measure gas and liquid permeability as well as water retention behaviours. Large differences were found between intrinsic permeability to gas and liquid, and an empirical power relationship was proposed to characterize the measured intrinsic permeability to gas and liquid relative to the void ratio. The data of relative gas permeability as a function of liquid saturation plotted nearly along a single curve for all dry densities; this was also the case for the relative liquid permeability. Based on the regression results of water retention curves, the measured relative gas permeability values were well described by the van Genuchten-Mulaem (vG-M) model, and a certain difference between the relative liquid permeability evaluated by the vG-M model and the modified Childs and Collis-George equation. An unique relationship was found between the ratio of liquid to gas permeability and liquid saturation for all dry densities, in a range of residual liquid to gas saturation. An empirical model was proposed to efficiently describe gas and liquid permeability of the compacted loess at various liquid saturations and dry densities as well as the data of the loam from another experimental program. (C) 2020 Elsevier Ltd. All rights reserved.
引用
收藏
页码:49 / 60
页数:12
相关论文
共 56 条
[31]   A RELATION BETWEEN PERMEABILITY AND SIZE DISTRIBUTION OF PORES [J].
MARSHALL, TJ .
JOURNAL OF SOIL SCIENCE, 1958, 9 (01) :1-8
[32]   Case Study of a Full-Scale Evapotranspiration Cover [J].
McGuire, Patrick E. ;
Andraski, Brian J. ;
Archibald, Ryan E. .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2009, 135 (03) :316-332
[33]   MECHANISMS CONTROLLING PERMEABILITY OF CLAYS [J].
MESRI, G ;
OLSON, RE .
CLAYS AND CLAY MINERALS, 1971, 19 (03) :151-&
[34]   Effectiveness of compacted soil liner as a gas barrier layer in the landfill final cover system [J].
Moon, Seheum ;
Nam, Kyoungphile ;
Kim, Jae Young ;
Hwan, Shim Kyu ;
Chung, Moonkyung .
WASTE MANAGEMENT, 2008, 28 (10) :1909-1914
[35]   NEW MODEL FOR PREDICTING HYDRAULIC CONDUCTIVITY OF UNSATURATED POROUS-MEDIA [J].
MUALEM, Y .
WATER RESOURCES RESEARCH, 1976, 12 (03) :513-522
[36]   Gas breakthrough and emission through unsaturated compacted clay in landfill final cover [J].
Ng, C. W. W. ;
Chen, Z. K. ;
Coo, J. L. ;
Chen, R. ;
Zhou, C. .
WASTE MANAGEMENT, 2015, 44 :155-163
[37]   Measurements of Drying and Wetting Permeability Functions Using a New Stress-Controllable Soil Column [J].
Ng, C. W. W. ;
Leung, A. K. .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2012, 138 (01) :58-68
[38]   Influence of stress state on soil-water characteristics and slope stability [J].
Ng, CWW ;
Pang, YW .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2000, 126 (02) :157-166
[39]   Advances in modelling hysteretic water retention curve in deformable soils [J].
Nuth, Mathieu ;
Laloui, Lyesse .
COMPUTERS AND GEOTECHNICS, 2008, 35 (06) :835-844
[40]   Assessment of groundwater contamination by landfill leachate:: A case in Mexico [J].
Reyes-Lopez, Jaime A. ;
Ramirez-Hernandez, Jorge ;
Lazaro-Mancilla, Octavio ;
Carreon-Diazconti, Concepcion ;
Garrido, Miguel Martin-Loeches .
WASTE MANAGEMENT, 2008, 28 :S33-S39