Closure to “Fully Softened Shear Strength for Soil Slope Stability Analyses” by Hisham T. Eid and Khaled H. Rabie
Author:
Affiliation:
1. Professor of Civil Engineering, Qatar Univ., P.O. Box 2713, Doha, Qatar (corresponding author).
2. Teaching Assistant in Civil Engineering, 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.1943-5622.0001038
Reference17 articles.
1. Eid H. T. (1996). “Drained shear strength of stiff clays for slope stability analyses.” Ph.D. thesis Univ. of Illinois at Urbana-Champaign Urbana IL.
2. Eid H. T. (2001). “Correlation between shale index properties derived from different sample preparation procedures.” Proc. 15th Int. Conf. on Soil Mechanics and Geotechnical Engineering 1st Ed. CRC Boca Raton FL 77–80.
3. Factors influencing determination of shale classification indices and their correlation to mechanical properties
4. Residual shear strength of fine-grained soils and soil–solid interfaces at low effective normal stresses
5. Drained residual shear strength at effective normal stresses relevant to soil slope stability analyses
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