A Generalized Framework to Estimate the Seismic Active Thrust on Rigid Retaining Walls with Partially Saturated Backfill-Reference-Cited by-同舟云学术

A Generalized Framework to Estimate the Seismic Active Thrust on Rigid Retaining Walls with Partially Saturated Backfill

Published:2024-06 Issue:6 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Ramakrishna Annapareddy V. S.¹^ORCID,Sufian Adnan²^ORCID,Pain Anindya³^ORCID,Scheuermann Alexander⁴

Affiliation:

1. Geotechnical Engineer, FSG Geotechnics and Foundations, Level 2N/527 Gregory Terrace, Fortitude Valley, QLD 4006, Australia (corresponding author). ORCID: .

2. Senior Lecturer, School of Civil and Environmental Engineering, Univ. of New South Wales, Sydney, NSW 2052, Australia. ORCID: .

3. Principal Scientist, Geotechnical Engineering and Geo-Hazards Group, Central Building Research Institute, Roorkee 247667, India. ORCID: .

4. Professor and ARC Future Fellow, School of Civil Engineering, Univ. of Queensland, Brisbane, QLD 4072, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8995

Reference42 articles.

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

2. STABILITY OF WATERFRONT RETAINING WALL SUBJECTED TO PSEUDO-DYNAMIC EARTHQUAKE FORCES AND TSUNAMI

3. 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

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

5. Phasing issues in the seismic response of yielding, gravity-type earth retaining walls – Overview and results from a FEM study

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