Numerical simulation of triaxial tests on cement-treated clays using Hoek–Brown criterion-Reference-Cited by-同舟云学术

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Numerical simulation of triaxial tests on cement-treated clays using Hoek–Brown criterion

Published:2021-07-22 Issue: Volume: Page:1-11
ISSN:1755-0750
Container-title:Proceedings of the Institution of Civil Engineers - Ground Improvement
language:en
Short-container-title:Proceedings of the Institution of Civil Engineers - Ground Improvement

Author:

Azneb A. S.¹^ORCID,Banerjee Subhadeep²^ORCID,Robinson Retnamony G.³

Affiliation:

1. Research scholar, Department of Civil Engineering, IIT Madras, Chennai, India

2. Associate Professor, Department of Civil Engineering, IIT Madras, Chennai, India (corresponding author

3. Professor, Department of Civil Engineering, IIT Madras, Chennai, India

Publisher

Thomas Telford Ltd.

Subject

Mechanics of Materials,Soil Science,Geotechnical Engineering and Engineering Geology,Building and Construction

Link

https://www.icevirtuallibrary.com/doi/pdf/10.1680/jgrim.20.00041

Reference33 articles.

1. A constitutive model for structured clays

2. BIS (Bureau of Indian Standards) (1980) IS 2720-Part 3: Methods of test for soils: Determination of specific gravity, section 1: fine grained soils. BIS, New Delhi, India.

3. BIS (1985a) IS 2720-Part 4: Methods of test for soils: Grain size analysis. BIS, New Delhi, India.

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