Mobilized Shear Strength of Overconsolidated Seattle Clays-Reference-Cited by-同舟云学术

Mobilized Shear Strength of Overconsolidated Seattle Clays

Published:2024-06 Issue:6 Volume:150 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Stark Timothy D.¹,Idries Abedalqader²^ORCID,Lin Jiale³^ORCID

Affiliation:

1. Professor, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, 205 N. Mathews Ave. Urbana, IL 61801.

2. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, 205 N. Mathews Ave. Urbana, IL 61801. ORCID: .

3. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, 205 N. Mathews Ave. Urbana, IL 61801 (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-12062

Reference69 articles.

1. Bishop, A. W., and L. Bjerrum. 1960. The relevance of the triaxial test to the solution of stability problems. Oslo, Norway: Norwegian Geotechnical Institute.

2. The Third Terzaghi Lectures; Progressive Failure in Slopes of Overconsolidated Plastic Clay and Clay Shales

3. Glaciofluvial infilling and scour of the Puget Lowland, Washington, during ice-sheet glaciation

4. Channel networks carved by subglacial water: Observations and reconstruction in the eastern Puget Lowland of Washington

5. A simple ring shear apparatus;Bromhead E. N.;Ground Eng.,1979

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