Seismic behavior of retaining walls: a critical review of analytical and field performance studies
Given the abundance and importance of earth retention structures, the problem of seismic
earth pressure has attracted not only the research community but also industry and …
earth pressure has attracted not only the research community but also industry and …
Limit analysis of modified pseudodynamic lateral earth pressure in anisotropic frictional medium using finite-element and second-order cone programming
This paper aims at analyzing the active and passive lateral earth pressures exerted on
retaining walls due to the anisotropic medium of dry and noncohesive backfill subjected to …
retaining walls due to the anisotropic medium of dry and noncohesive backfill subjected to …
Kinematic analysis of seismic slope stability with a discretisation technique and pseudo-dynamic approach: a new perspective
Slopes are more vulnerable to instability when subjected to earthquake ground shaking. In
order to account for the dynamic forces induced by ground shaking, a novel procedure is …
order to account for the dynamic forces induced by ground shaking, a novel procedure is …
Lower bound analysis of modified pseudo‐dynamic lateral earth pressures for retaining wall‐backfill system with depth‐varying dam** using FEM‐Second order …
Realistic constitutive ground models are critical in the evaluation of soil‐structure interaction
problems and the assessment of key design parameters in the seismic analysis of …
problems and the assessment of key design parameters in the seismic analysis of …
Determination of active earth pressure on rigid retaining wall considering arching effect in cohesive backfill soil
A new simplified method is proposed to compute the active earth pressure acting on the
backface of a rigid retaining wall undergoing horizontal translation. The effect of soil arching …
backface of a rigid retaining wall undergoing horizontal translation. The effect of soil arching …
Seismic rotational stability of gravity retaining walls by modified pseudo-dynamic method
Abstracts Seismic stability analysis is an important aspect for design of safe retaining walls
in earthquake prone areas. In this study, limit equilibrium method is used for rotational …
in earthquake prone areas. In this study, limit equilibrium method is used for rotational …
A generalized framework to estimate the seismic active thrust on rigid retaining walls with partially saturated backfill
This paper proposes a generalized framework to estimate the seismic active earth thrust on
rigid retaining walls with unsaturated backfill. A novel suction stress-dependent approach …
rigid retaining walls with unsaturated backfill. A novel suction stress-dependent approach …
Estimation of passive earth pressure against rigid retaining wall considering arching effect in cohesive-frictional backfill under translation mode
In this study, a novel analytical approach is proposed to calculate the passive earth pressure
against a rigid retaining wall subjected to the translation mode. Effects of arching in cohesive …
against a rigid retaining wall subjected to the translation mode. Effects of arching in cohesive …
Three-dimensional rigorous upper-bound limit analysis of soil slopes subjected to variable seismic excitations
ZH Qian, JF Zou - Computers and Geotechnics, 2022 - Elsevier
In the present study, a semi-analytical model that couples the three-dimensional (3D)
kinematical approach of limit analysis and the modified pseudo-dynamic method was …
kinematical approach of limit analysis and the modified pseudo-dynamic method was …
Generalized seismic active thrust on a retaining wall with submerged backfill using a modified pseudodynamic method
The appropriate estimation of seismic earth pressures acting on retaining walls supporting
submerged backfill is an important area of research in earthquake geotechnical …
submerged backfill is an important area of research in earthquake geotechnical …