Component and System Reliability Assessment of Landfill Cover Systems Using Pseudostatic and Pseudodynamic Methods-Reference-Cited by-同舟云学术

Component and System Reliability Assessment of Landfill Cover Systems Using Pseudostatic and Pseudodynamic Methods

Published:2024-11 Issue:11 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Soujanya Dabbiru¹,Basha B. Munwar²^ORCID

Affiliation:

1. Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology Hyderabad, Kandi, Telangana 502285, India.

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

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-10239

Reference42 articles.

1. Stability charts for pseudo-static slope stability analysis

2. Basha B. M. S. Mahapatra and B. Manna. 2015. “Allowable design strength of geosynthetic reinforcement for veneer stability of MSW landfills: A reliability based approach.” In Proc. International Foundations Congress and Equipment Expo edited by M. Iskander M. T. Suleiman J. B. Anderson and D. F. Laefer 1806–1815. Reston VA: ASCE.

3. Basha B. M. and G. L. S. Babu. 2010. “Optimum design for external seismic stability of geosynthetic reinforced soil walls: Reliability based approach.” J. Geotech. Geoenviron. Eng. 136 (6): 797–812. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000289.

4. Basha B. M. and G. L. S. Babu. 2011. “Strain localization effect on system reliability based design of bridge abutments under earthquake loading.” In Proc. Geo-Risk 2011: Risk Assessment and Management 744–753. Reston VA: ASCE.

5. First- and Second-Order Reliability Analysis of Rainfall-Induced Kotropi Slope Failure