Probabilistic Seismic Stability Analysis of Reinforced Soil Retaining Structures in Partially Saturated Conditions-Reference-Cited by-同舟云学术

Probabilistic Seismic Stability Analysis of Reinforced Soil Retaining Structures in Partially Saturated Conditions

Published:2024-08 Issue:8 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Agarwal Ekansh¹^ORCID,Pain Anindya²^ORCID,Annapareddy V. S. Ramakrishna³^ORCID,Zhou Annan⁴

Affiliation:

1. Postdoctoral Research Associate, Dept. of Engineering, College of Engineering and Computer Science, Texas A&M University-Corpus Christi, 6300 Ocean Dr., Corpus Christi, TX 78412; Former Ph.D. Candidate, AcSIR, Ghaziabad 201002, India – RMIT University Australia Cotutelle Ph.D. Research Program, 124 La Trobe St., Melbourne, VIC 3000, Australia. ORCID: .

2. Associate Professor, Academy of Scientific and Innovative Research (AcSIR), Ghaziabad 201002, India; Principal Scientist, Geotechnical Engineering and Geo-Hazards Group, CSIR-Central Building Research Institute, Roorkee 247667, India (corresponding author). ORCID: .

3. Geotechnical Engineer, FSG Geotechnics & Foundations, Level 2N/527 Gregory Terrace, Fortitude Valley, QLD 4006, Australia. ORCID: .

4. School of Engineering, RMIT Univ., 124 La Trobe St., Melbourne, VIC 3000, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9445

Reference68 articles.

1. Effect of Tension Crack Formation on Active Earth Pressure Encountered in Unsaturated Retaining Wall Backfills

2. Finite element modeling (FEM) vs. simplified force-based methods for rigid retaining walls under earthquake excitation;Annapareddy V. S. R.;J. Earthquake Tsunami,2021

3. A generalized framework to estimate the seismic active thrust on rigid retaining walls with partially saturated backfill;Annapareddy V. S. R.;Int. J. Geomech.,2024

4. Reliability assessment of internal stability of reinforced soil structures: A pseudo-dynamic approach

5. Optimum Design for External Seismic Stability of Geosynthetic Reinforced Soil Walls: Reliability Based Approach