In this study, the influence of transient flow on the active and passive lateral earth pressures
of variably saturated backfills is thoroughly evaluated employing the lower bound theorems …

Bearing capacity of shallow strip foundations placed over both unreinforced and reinforced
granular soils and subjected to combined loading is calculated by implementation of upper …

This paper presents a numerical model for the evaluation of the active and passive seismic
earth pressure coefficients against the retaining structures subjected to pseudo-dynamic …

Stability analysis of retaining structures supporting variably saturated backfills is a topic of
great significance in civil engineering. However, the backfill soil may be exposed to elevated …

In this paper, a comprehensive parametric study is conducted to evaluate the seismic
bearing capacity of shallow strip foundations overlying dry and cohesionless granular soil …

The seismic bearing capacity of strip footings resting on unsaturated soils subjected to
combined loading is investigated in this study using a combination of lower bound limit …

The paper aims to evaluate the pseudostatic seismic bearing capacity of shallow
foundations on geosynthetic-reinforced granular soil subjected to inclined/eccentric …

In this study, the ultimate bearing capacity of shallow strip footings resting on a geosynthetic-
reinforced soil mass subjected to inclined and eccentric combined loading is rigorously …

Natural slopes often exhibit tilted stratification with rotated transverse anisotropy in multiple
soil properties, including the mechanical (eg, friction angle φ and cohesion c) and hydraulic …

Bearing capacity of shallow foundations is often determined for either dry or saturated soils.
In some occasions, foundations may be subjected to external loading which is inclined …