Influence of transient flow during infiltration and isotropic/anisotropic matric suction on the passive/active lateral earth pressures of partially saturated soils
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 …
of variably saturated backfills is thoroughly evaluated employing the lower bound theorems …
General failure envelope of eccentrically and obliquely loaded strip footings resting on an inherently anisotropic granular medium
Soil is a cross anisotropic particulate medium with different strengths in various directions;
this is primarily due to its geological deposition process and the very fact that particles …
this is primarily due to its geological deposition process and the very fact that particles …
Lower bound finite element limit analysis of geo-structures with non-associated flow rule
The use of finite elements and limit analysis in the stability analysis of geo-structures is not
uncommon nowadays, with the assumption of associated flow rule and rigid perfectly plastic …
uncommon nowadays, with the assumption of associated flow rule and rigid perfectly plastic …
Evaluation of the active and passive pseudo-dynamic earth pressures using finite element limit analysis and second-order cone programming
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 …
earth pressure coefficients against the retaining structures subjected to pseudo-dynamic …
Impact of transient infiltration on the ultimate bearing capacity of obliquely and eccentrically loaded strip footings on partially saturated soils
Soils above the groundwater table and near the ground surface are often partially saturated,
and the changes in the degree of saturation and matric suction caused by infiltration may …
and the changes in the degree of saturation and matric suction caused by infiltration may …
Temperature-dependent lateral earth pressures in partially saturated backfills
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 …
great significance in civil engineering. However, the backfill soil may be exposed to elevated …
Seismic bearing capacity of shallow foundations subjected to inclined and eccentric loading using modified pseudo-dynamic method
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 …
bearing capacity of shallow strip foundations overlying dry and cohesionless granular soil …
Seismic bearing capacity of eccentrically and obliquely loaded strip footings on geosynthetic-reinforced soil
The paper aims to evaluate the pseudostatic seismic bearing capacity of shallow
foundations on geosynthetic-reinforced granular soil subjected to inclined/eccentric …
foundations on geosynthetic-reinforced granular soil subjected to inclined/eccentric …
Numerical study on the bearing capacity of strip footing resting on partially saturated soil subjected to combined vertical-horizontal-moment loading
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 …
subjected to combined loading using the lower-bound limit analysis coupled with the finite …
Nonisothermal failure envelopes of strip shallow foundations resting on partially saturated clay subjected to combined inclined and eccentric loadings
Shallow foundations are commonly resting on partially saturated soil and are very likely to
be exposed to severe variations of temperature. The degree of saturation and matric suction …
be exposed to severe variations of temperature. The degree of saturation and matric suction …