Fully Softened Shear Strength for Soil Slope Stability Analyses-Reference-Cited by-同舟云学术

Fully Softened Shear Strength for Soil Slope Stability Analyses

Published:2017-01 Issue:1 Volume:17 Page:04016023
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Eid Hisham T.¹,Rabie Khaled H.²

Affiliation:

1. Professor of Civil Engineering, Qatar Univ., P.O. Box 2713, Doha, Qatar (corresponding author).

2. Graduate Research Assistant, Qatar Univ., P.O. Box 2713, Doha, Qatar.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000651

Reference69 articles.

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2. ASTM. (1999a). “Standard test method for liquid limit plastic limit and plasticity index of soils.” D4318 1999 Annual Book of ASTM Standards Vol. 04.08 West Conshohocken PA 526–538.

3. ASTM. (1999b). “Standard test method for particle-size analysis of soils.” D422 1999 Annual Book of ASTM Standards Vol. 04.08 West Conshohocken PA 10–17.

4. ASTM. (2008). “Standard test method for torsional ring shear test to determine drained fully softened shear strength and nonlinear strength envelope of cohesive soils (using normally consolidated specimen) for slopes with no preexisting shear surfaces.” D7608 1999 Annual Book of ASTM Standards Vol. 04.09 West Conshohocken PA.

5. Atkinson J. H. and Farra D. M. (1985). “Stress path tests to measure soil strength parameters for shallow landslips.” Proc. 11th Int. Conf. on Soil Mechanics and Foundation Engineering A. A. Balkema Rotterdam The Netherlands 983–986.

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