Finite-difference model for two-dimensional transport of degradable organic contaminants in a buffer layer-cutoff wall-aquifer system accounting for the consolidation behavior-Reference-Cited by-同舟云学术

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Finite-difference model for two-dimensional transport of degradable organic contaminants in a buffer layer-cutoff wall-aquifer system accounting for the consolidation behavior

Published:2023-10 Issue: Volume:162 Page:105674
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Jiang Wenhao^ORCID,Ge Shangqi,Feng Chen^ORCID,Li Jiangshan

Funder

National Key Research and Development Program of China

National Natural Science Foundation of China

Chinese Academy of Sciences Wuhan Institute of Rock and Soil Mechanics

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference53 articles.

1. Consolidation Behavior of Polymerized Bentonite-Amended Backfills;Bohnhoff;J. Geotech. Geoenviron. Eng.,2014

2. Assessment and recommendations for improving the performance of waste containment systems;Bonaparte;EPA-Environmental Protection Agency,2002

3. Decoupled advection-dispersion method for determining wall thickness of slurry trench cutoff walls;Chen;Int. J. Geomech.,2018

4. Analytical solution for transport of degradable contaminant in cut-off wall and aquifer;Chen;Environ. Geotech.,2023

5. A two-dimensional analytical model for organic contaminants transport in a transition layer-cutoff wall-aquifer system;Ding;Comput. Geotech.,2020

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