Relationships between strength properties and Atterberg limits of fine-grained soils-Reference-Cited by-同舟云学术

Relationships between strength properties and Atterberg limits of fine-grained soils

Published:2021-07-12 Issue: Volume: Page:1-15
ISSN:1748-6025
Container-title:Geomechanics and Geoengineering
language:en
Short-container-title:Geomechanics and Geoengineering

Author:

Shimobe Satoru¹^ORCID,Spagnoli Giovanni²^ORCID

Affiliation:

1. College of Science and Technology, Nihon University, Funabashi, Japan

2. MBCC Group, Trostberg, Germany

Publisher

Informa UK Limited

Subject

Geotechnical Engineering and Engineering Geology

Link

https://www.tandfonline.com/doi/pdf/10.1080/17486025.2021.1940317

Reference93 articles.

1. At-Rest Lateral Earth Pressure of Consolidating Clay

2. Assessment of clay stiffness and strength parameters using index properties

3. Al-Hussaini, M.M. and Towsend, F.C., 1975. Investigation of K0 testing in cohesionless soils. Vicksburg, Mississipi: US Army Engineer Waterways Experiment Station, Technical Report S-75-16.

4. Estimation of soil compaction parameters by means of Atterberg limits

5. The Empirical Evaluation of the Coefficient K0 and K0

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