Reassessment of Isotaches Compression Concept and Isotaches Consolidation Models-Reference-Cited by-同舟云学术

Reassessment of Isotaches Compression Concept and Isotaches Consolidation Models

Published:2018-03 Issue:3 Volume:144 Page:04017119
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Mesri Gholamreza¹,Kane Thierno²

Affiliation:

1. Ralph B. Peck Professor of Civil Engineering, Univ. of Illinois at Urbana-Champaign, Urbana, IL 61801 (corresponding author).

2. Graduate Student, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, Urbana, IL 61801.

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%29GT.1943-5606.0001825

Reference45 articles.

1. Aboshi H. (1973). “An experimental investigation on the similitude in the consolidation of soft clay including the secondary creep settlement.” Proc. 8th Int. Conf. on Soil Mechanics and Foundation Engineering Vol. 4 URSS Moscow 88.

2. Consolidation of Clay with Non-linear Viscosity

3. Time-dependent deformation of normally consolidated clays and peats;Barden L.;J. Soil Mech. Found. Div.,1969

4. Brinch Hansen J. (1961). “A model law for simultaneous primary and secondary consolidation.” Proc. 5th Int. Conf. on Soil Mechanics and Foundation Engineering Vol. 1 Dunod Paris 133–136.

5. Use and misuse of the isotache concept with respect to creep hypotheses A and B

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