Determining Intrinsic Compressibility of Fine-Grained Soils-Reference-Cited by-同舟云学术

Determining Intrinsic Compressibility of Fine-Grained Soils

Published:2004-08 Issue:8 Volume:130 Page:872-877
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Cerato Amy B.¹,Lutenegger Alan J.²

Affiliation:

1. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Massachusetts, Amherst, MA 01003.

2. Professor and Head, Dept. of Civil and Environmental Engineering, Univ. of Massachusetts, Amherst, MA 01003.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282004%29130%3A8%28872%29

Reference8 articles.

1. On the compressibility and shear strength of natural clays

2. Cerato A. B. (2001). “Influence of surface area on geotechnical characteristics of fine-grained soils.” MS thesis Univ. of Massachusetts Amherst Mass.

3. Undrained shear strength of a glacial clay overconsolidated by desiccation

4. Stress state-permeability relationships for fine-grained soils

5. Stress-state-time-permeability relationships for saturated soils.;Nagaraj T. S.;Compression Consol. Clayey Soils,1995

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