Conventional vs. modified pseudo-dynamic seismic analyses in the shallow strip footing bearing capacity problem
GR Soufi, RJ Chenari, S Javankhoshdel - Earthquake Engineering and …, 2021 - Springer
The conventional pseudo-dynamic (CPD) and modified pseudo-dynamic (MPD) methods
are invoked to obtain the seismic bearing capacity of strip foundations using the limit …
are invoked to obtain the seismic bearing capacity of strip foundations using the limit …
Seismic active earth pressure of infinite width backfilled soil on cantilever retaining wall with long relief shelf under translational mode
Y Que, C Long, F Chen - KSCE Journal of Civil Engineering, 2023 - Springer
In the area of high seismic intensity, there were few methods for calculating active earth
pressure (E a). Especially for the cantilever retaining wall with long relief shelf (CRW-LRS) …
pressure (E a). Especially for the cantilever retaining wall with long relief shelf (CRW-LRS) …
Pseudo-dynamic analysis of seismic stability of reinforced slopes considering non-associated flow rule
A Eskandarinejad, AH Shafiee - Journal of Central South University of …, 2011 - Springer
The required reinforcement force to prevent instability and the yield acceleration of
reinforced slopes are computed under seismic loading by applying the kinematic approach …
reinforced slopes are computed under seismic loading by applying the kinematic approach …
Fragility Curves for Seismic Vulnerability of Back-to-Back Mechanically Stabilized Earth Walls
M Rahimi, A Firoozfar, H Alielahi - Geotechnical and Geological …, 2024 - Springer
Back-to-back mechanically stabilized earth walls (BBMSEWs) are a specialized type of
reinforced soil structure widely employed in the stabilization of embankments, roads, and …
reinforced soil structure widely employed in the stabilization of embankments, roads, and …
A new modification to Mononobe-Okabe's pseudo-static model for passive earth pressure prediction using homogeneous differential equation
AI Lawal - Mechanics Research Communications, 2021 - Elsevier
Mononobe-Okabe's model is the most commonly used pseudo-static method of estimating
seismic lateral earth pressures behind retaining wall worldwide. This method cannot predict …
seismic lateral earth pressures behind retaining wall worldwide. This method cannot predict …
Pseudodynamic approach for computation of seismic passive earth resistance including seepage
SM Ahmad - Ocean Engineering, 2013 - Elsevier
The present paper highlights the importance of seepage force on the seismic passive earth
resistance when the backfill is saturated. Simple limit equilibrium analysis has been carried …
resistance when the backfill is saturated. Simple limit equilibrium analysis has been carried …
Generalized solution for the critical soil wedge angle under seismic passive earth pressure condition
P Chatterjee, BC Chattopadhyay, J Maity - Geohazards: Proceedings of …, 2020 - Springer
In this paper, a generalized solution for the critical soil wedge angle under seismic passive
earth pressure condition on the retaining wall is presented with plane failure surface using …
earth pressure condition on the retaining wall is presented with plane failure surface using …
Pseudo-dynamic analysis of stability of layered rock slope subjected to seismic loads
W Zhou, HB Li, YQ Liu, SB Chai - ISRM International Conference on …, 2016 - onepetro.org
This paper presents a study on the stability of slope in considering of dynamic characteristics
of seismic loads. A new formula is proposed to calculate the safe factor of layered rock slope …
of seismic loads. A new formula is proposed to calculate the safe factor of layered rock slope …
Pseudo dynamic analysis of battered retaining structures to determine the passive earth pressure of dry and submerged c-φ backfillI
V Srinivasan, P Ghosh - Computer Methods and Recent …, 2015 - search.proquest.com
In many instances, the backfill material behind a retaining wall happens to be cohesive-
frictional soil. In addition, it is very much unlikely to assume the backfill soil as completely dry …
frictional soil. In addition, it is very much unlikely to assume the backfill soil as completely dry …
Discussion of the Original Paper “Pseudo-Dynamic Active Response of Non-Vertical Retaining Wall Supporting c-ϕ Backfill” by Sima Ghosh and Richi Prasad …
SK Shukla - Geotechnical and Geological Engineering, 2011 - Springer
The writers are greatly appreciated for presenting their study on the seismic active earth
pressure from c-/soil backfill on the retaining wall with an inclined back face. The study is …
pressure from c-/soil backfill on the retaining wall with an inclined back face. The study is …