The effects of sloping ground on the vertical pile-to-pile interaction for end-bearing piles
embedded in a homogenous soil are investigated through three-dimensional finite element …

In this paper, the geotechnical report of the Northern Fereshteh area in Tabriz is used and
the characteristics of shallow foundation of a single pile and compared pile group and …

This paper provides a comprehensive review on the effect of load inclination and eccentricity
on the bearing capacity of shallow foundations. Regarding load eccentricity, Meyerhof's …

This review paper examines the evolution of shape factors for the bearing capacity of
shallow foundations, with a specific focus on rectangular and circular footings. Through a …

This study investigates the bearing capacity of strip footings resting on unsaturated soils
subjected to combined loading using the lower-bound limit analysis coupled with the finite …

Fabric anisotropy underpins the mechanical response of granular soils pertaining to a wide
range of practical geotechnical applications. This paper presents a multiscale computational …

Topography effects on the vertical vibration responses of pile group are revealed though
numerical analysis and model tests. First, a series of model tests with different topography of …

In this paper, numerical computations using the finite difference method are carried out in
order to investigate the settlement of ring foundations resting over an elastic half space. The …

An analytical model defining soil-foundation probability of failure with respect to total system
stability was developed in the present study. Soil geotechnical properties of the internal …

Improved radial movement optimization (IRMO) is adopted to investigate the critical slip
surface and ultimate bearing capacity of a rough embedded strip footing on sands under …