Optimum Design of Unsaturated Finite Clayey Slopes Using Second-Order Reliability Method-Reference-Cited by-同舟云学术

Optimum Design of Unsaturated Finite Clayey Slopes Using Second-Order Reliability Method

Published:2023-02 Issue:2 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Raghuram Ammavajjala Sesha Sai¹^ORCID,Basha B. Munwar²^ORCID

Affiliation:

1. Post-Doctoral Fellow, Dept. of Civil Engineering, Indian Institute of Technology Bombay, Powai 400076, India; formerly, Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology Hyderabad, Kandi 502285, India. ORCID: .

2. Associate Professor, Dept. of Civil Engineering, Indian Institute of Technology Hyderabad, Kandi, Sangareddy 502285, Telangana, India (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002608

Reference49 articles.

1. Al-Karni A. A. and M. A. Al-Shamrani. 2000. “Study of the effect of soil anisotropy on slope stability using method of slices.” Comput. Geotech . 26 (2): 83-103. https://doi.org/10.1016/S0266-352X(99)00046-4.

2. Reliability analysis of unsaturated soil slopes;Babu G. L. S.;J. Geotech. Geoenviron. Eng.,2005

3. Bao, C., B. Gong, and L. Zhan. 1998. “Properties of unsaturated soils and slope stability of expansive soils.” In Vol. 1 of Proc., 2nd Int. Conf. on Unsaturated Soils, 71–98. Beijing: International Academic Publishers.

4. Optimum design for external seismic stability of geosynthetic reinforced soil walls: Reliability based approach;Basha B. M.;J. Geotech. Geoenviron. Eng.,2010

5. Target reliability-based optimisation for internal seismic stability of reinforced soil structures;Basha B. M.;Géotechnique,2012

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