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 …

This study comprehensively analyzes seismic active earth pressure estimation for hunched
retaining walls. The analysis utilizes the horizontal slices method within the modified pseudo …

The importance of gravity hunchback retaining wall in supporting a spatially random soil
backfill subjected to earthquake is studied using probabilistic analysis. A lower bound finite …

Soils are not necessarily uniform and may present linearly varied or layered characteristics,
for example the backfilled soils behind rigid retaining walls. In the presence of large lateral …

The stabilizing pile represents a promising solution for enhancing the seismic resilience of
unsaturated slopes. This study introduces a novel analytical framework for assessing the …

A slip line solution is proposed to analyze the active earth pressure on cantilever retaining
walls supporting a layered cohesionless backfill. The reduction in earth pressure in the …

The failure mode of the soil behind the rigid support structure of excavations parallel to
tunneling was simulated using the adaptive finite-element limit analysis method. This study …

The resilience and performance of quay walls during devastating events such as tsunamis
and earthquake are critical for coastal infrastructure. Conventional design standards mostly …

An increase in failure of geotechnical structures is a significant concern in seismic-prone
areas. The purpose of the study is to propose a closed-form solution for the seismic active …