Pseudodynamic Stability Analysis of Landfill Veneer Cover Systems with Clogged Drainage Layer-Reference-Cited by-同舟云学术

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Pseudodynamic Stability Analysis of Landfill Veneer Cover Systems with Clogged Drainage Layer

Published:2024-02 Issue:2 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Soujanya Dabbiru¹^ORCID,Munwar Basha B.²^ORCID

Affiliation:

1. Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology Hyderabad, Kandi 502285, Telangana, 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/IJGNAI.GMENG-8606

Reference63 articles.

1. Pseudo-dynamic approach of seismic design for waterfront reinforced soil-wall;Ahmad S. M.;Geotext. Geomembr.,2008

2. Seismic rotational stability of waterfront retaining wall using pseudo-dynamic method;Ahmad S. M.;Int. J. Geomech.,2010

3. Prediction of vertical response spectra in Europe;Ambraseys N. N.;Earthquake Eng. Struct. Dyn.,1996

4. Seismic Translational Failure Analysis of MSW Landfills Using Modified Pseudo-Dynamic Approach

5. ASCE. 2000. Minimum design loads for buildings and other structures, 7–98. New York: ASCE.

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