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    Analytical Solution for Diffusion of VOCs through Composite Landfill Liners 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 009
    Author(s): Peter John Cleall; Yu-Chao Li
    Publisher: American Society of Civil Engineers
    Abstract: Analytical solutions are presented for analyzing volatile organic compound (VOC) diffusion through intact composite landfill liners for two scenarios with boundary conditions at the base of either a VOC concentration of ...
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    Analytical Solutions for Contaminant Diffusion in Double-Layered Porous Media 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 011
    Author(s): Yu-Chao Li; Peter John Cleall
    Publisher: American Society of Civil Engineers
    Abstract: Analytical solutions for conservative solute diffusion in one-dimensional double-layered porous media are presented in this paper. These solutions are applicable to various combinations of fixed solute concentration and ...
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    All-Atomic Modeling of the Compaction of Montmorillonite Clays: Fabric Evolution and Energy Conversion 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2024:;Volume ( 150 ):;issue: 012:;page 04024126-1
    Author(s): Sheng-Jie Wei; Peter J. Cleall; Yun-Min Chen; Yu-Chao Li
    Publisher: American Society of Civil Engineers
    Abstract: Compaction is an essential compression process for sedimentary soils. Compared with in-depth studies on granular soil behaviors, numerical modeling of clay compaction is still in its infancy. This study presents an all-atomic ...
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    Mathematical Modeling and Experimental Validation for the Performance of Soil–Bentonite Cutoff Walls Considering Chemical Compatibility 

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 004:;page 04025021-1
    Author(s): Lin-Feng Cao; Xin Zhao; Yu-Chao Li; Bo Huang
    Publisher: American Society of Civil Engineers
    Abstract: The soil–bentonite cutoff wall (SB wall) is commonly employed as a barrier at contaminated sites. However, recent research has revealed that the performance of the SB wall material can significantly deteriorate due to the ...
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    Gas Pressure Model for Layered Municipal Solid Waste Landfills 

    Source: Journal of Environmental Engineering:;2012:;Volume ( 138 ):;issue: 007
    Author(s): Yu-Chao Li; Peter John Cleall; Xiao-Fei Ma; Tony L. T. Zhan; Yun-Min Chen
    Publisher: American Society of Civil Engineers
    Abstract: A mathematical model for calculating gas pressure profiles in layered landfill systems is presented. Solutions to scenarios considering a zero-pressure top boundary condition and a zero gas flux or fixed gas pressure bottom ...
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    One-Dimensional Transient Analytical Solution for Gas Pressure in Municipal Solid Waste Landfills 

    Source: Journal of Environmental Engineering:;2013:;Volume ( 139 ):;issue: 012
    Author(s): Yu-Chao Li; Jian Zheng; Yun-Min Chen; Ru-Yang Guo
    Publisher: American Society of Civil Engineers
    Abstract: Landfill gas (LFG) is generated in municipal solid waste (MSW) landfills because of the decomposition of degradable components. Gas pressure within the landfilled MSWs is of importance as cover or landfill stability may ...
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    Design Charts for Contaminant Transport through Slurry Trench Cutoff Walls 

    Source: Journal of Environmental Engineering:;2017:;Volume ( 143 ):;issue: 009
    Author(s): Yu-Chao Li; Guan-Nian Chen; Yun-Min Chen; Peter John Cleall
    Publisher: American Society of Civil Engineers
    Abstract: Slurry trench cutoff walls with low-permeability backfill material, such as soil-bentonite and slag-cement-bentonite, are used widely for containment of subsurface pollution. In the design of slurry walls the potential ...
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    Comparison of Adsorption Behaviors of Kaolin from Column and Batch Tests: Concept of Dual Porosity 

    Source: Journal of Environmental Engineering:;2020:;Volume ( 146 ):;issue: 009
    Author(s): Guan-Nian Chen; Yu-Chao Li; Xin-Ru Zuo; Han Ke; Yun-Min Chen
    Publisher: ASCE
    Abstract: Batch equilibrium tests with various soil-liquid ratios (S/L=1∶2.5, 1∶5, 1∶10, and 1∶20) and column tests with a flow interruption and rest period were performed to evaluate the adsorption behavior of kaolin. Identical ...
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