Three-Dimensional Analysis of Contaminant Migration through Saturated Homogeneous Soil Media Using FDM
Author:
Affiliation:
1. Head, Civil Engineering Dept., Ramakrishna Mission Shilpapitha, Belgharia, Kolkata 700 056, India (corresponding author).
2. Professor, Dept. of Civil Engineering, Bengal Engineering and Science Univ., Shibpur, Howrah 711 103, India.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Soil Science
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000262
Reference36 articles.
1. Transport of Low‐Concentration Contaminants in Saturated Earthen Barriers
2. Benson C. H. and Daniel D. E. (1994a). “Minimum thickness of compacted soil liners: I. Stochastic models.” J. Geotech. Engrg. 120(1) 129–152.doi:10.1061/(ASCE)0733-9410(1994)120:1(129)
3. Benson C. H. and Daniel D. E. (1994b). “Minimum thickness of compacted soil liners: II. Analysis and case histories.” J. Geotech. Engrg. 120(1) 153–172.doi:10.1061/(ASCE)0733-9410(1994)120:1(153)
4. Field Performance of Compacted Clay Liners
5. Chakraborty R. and Ghosh A. (2009). “Finite difference method for computation of sodium and chloride migration in porous media.” Proc. Indian Geotechnical Conf. 2009 Geotechnics in Infrastructure Development Guntur India Allied Publishers New Delhi India 268–271.
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