Discussion of “Uniqueness of Suction Stress Value at Liquid Limit of Soil”-Reference-Cited by-同舟云学术

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Discussion of “Uniqueness of Suction Stress Value at Liquid Limit of Soil”

Published:2023-11 Issue:11 Volume:149 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Haigh Stuart K.¹^ORCID,O’Kelly Brendan C.²^ORCID,Vardanega Paul J.³^ORCID

Affiliation:

1. Professor of Geotechnical Engineering, Dept. of Engineering, Univ. of Cambridge, Schofield Centre, High Cross, Madingley Rd., Cambridge CB3 0EF, UK (corresponding author). ORCID: .

2. Associate Professor, Dept. of Civil, Structural and Environmental Engineering, Trinity College Dublin, Dublin D02 PN40, Ireland. ORCID: .

3. Associate Professor in Civil Engineering, Dept. of Civil Engineering, Univ. of Bristol, Queen’s Building, University Walk, Bristol BS81TR, UK. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-11556

Reference10 articles.

1. Die plastizität der tone;Atterberg A.;Internationale Mitteilungen der Bodenkunde,1911

2. Research on the Atterberg limits of soils;Casagrande A.;Public Roads,1932

3. Notes on the Design of the Liquid Limit Device

4. Mechanics of the Casagrande liquid limit test

5. Consistency of the Casagrande Liquid Limit Test

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