Prediction of Compressibility Behavior of Clayey Soils of Different Plasticity for Containment Applications at Large Consolidation Pressures-Reference-Cited by-同舟云学术

Prediction of Compressibility Behavior of Clayey Soils of Different Plasticity for Containment Applications at Large Consolidation Pressures

Published:2020-01 Issue:1 Volume:24 Page:04019036
ISSN:2153-5493
Container-title:Journal of Hazardous, Toxic, and Radioactive Waste
language:en
Short-container-title:J. Hazard. Toxic Radioact. Waste

Author:

Bharat Tadikonda Venkata¹,Das Dhanesh Sing²,Sahu Rakesh Kumar³

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Indian Institute of Technology Guwahati, Guwahati, Assam 781039, India (corresponding author).

2. Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology Guwahati, Guwahati, Assam 781039, India.

3. Formerly Graduate Student, Dept. of Civil Engineering, Indian Institute of Technology Guwahati, Guwahati, Assam 781039, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Waste Management and Disposal,Geotechnical Engineering and Engineering Geology,Water Science and Technology,General Chemical Engineering,Environmental Chemistry,Environmental Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29HZ.2153-5515.0000479

Reference60 articles.

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2. Swelling pressures and one-dimensional compressibility behaviour of bentonite at large pressures

3. Estimating Hydraulic Conductivity of Compacted Clay Liners

4. Bharat T. V. 2004. “Simplified methods of evaluation of diffuse double layer parameters employed in geotechnical engineering.” Ph.D. thesis Dept. of Civil Engineering Indian Institute of Science.

5. Physicochemical approach for analyzing equilibrium volume of clay sediments in salt solutions

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