Influence of Foundation Soil on the Seismic Factor of Safety of Geosynthetic-Lined Solid-Waste Landfills: Equivalent Linear Approach-Reference-Cited by-同舟云学术

Influence of Foundation Soil on the Seismic Factor of Safety of Geosynthetic-Lined Solid-Waste Landfills: Equivalent Linear Approach

Published:2020-08 Issue:3 Volume:21 Page:04020027
ISSN:1527-6988
Container-title:Natural Hazards Review
language:en
Short-container-title:Nat. Hazards Rev.

Author:

Annapareddy VS Ramakrishna¹^ORCID,Pain Anindya²^ORCID

Affiliation:

1. Ph.D. Research Scholar, School of Civil Engineering, Univ. of Queensland, Brisbane, QLD 4072, Australia; Former Senior Research Fellow, Geotechnical Engineering Group, CSIR–Central Building Research Institute, Roorkee 247667, India (corresponding author). ORCID: .

2. Scientist, Geotechnical Engineering Group, CSIR-Central Building Research Institute, Roorkee 247667, India. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

General Social Sciences,General Environmental Science,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29NH.1527-6996.0000398

Reference43 articles.

1. Seismic characterization and dynamic site response of a municipal solid waste landfill in Bangalore, India

2. Effect of strain-dependent dynamic properties of backfill and foundation soil on the external stability of geosynthetic reinforced waterfront retaining structure subjected to harmonic motion

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

4. Seismic Active Earth Pressure on Walls Using a New Pseudo-Dynamic Approach

5. Boyce B. W. 1994. “The sufficiency of sinusoidal motions in seismic ground motion studies.” Masters thesis Dept. of Civil Engineering Colorado State Univ.

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4. Seismic Stability Analysis of Caissons under Earthquake Forces Considering 3D Log-Spiral Failure Surface;Natural Hazards Review;2022-11

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