Bearing capacity and failure mechanism of shallow footings on unreinforced slopes: a state-of-the-art review
The analyses of load carrying capacity of shallow footings, located on semi-infinite
horizontal surface, have been dealt at large by various researchers. With the growth in …
horizontal surface, have been dealt at large by various researchers. With the growth in …
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 …
Bearing capacity of strip footing on Hoek-Brown rock mass subjected to eccentric and inclined loading
S Keawsawasvong, C Thongchom… - Transportation …, 2021 - Springer
This paper presents the numerical solutions for the bearing capacity of strip footing under
inclined and eccentric loads on rock mass obeying the Hoek-Brown yield criterion. This …
inclined and eccentric loads on rock mass obeying the Hoek-Brown yield criterion. This …
[HTML][HTML] Optimized neural network-based state-of-the-art soft computing models for the bearing capacity of strip footings subjected to inclined loading
Determining the bearing capacity of a strip footing under inclined loading is crucial in
designing foundations. Due to the complex correlations, the subject area remains …
designing foundations. Due to the complex correlations, the subject area remains …
Bearing capacity of shallow strip foundations on reinforced soil subjected to combined loading using upper bound theorem of finite element limit analysis and second …
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 …
granular soils and subjected to combined loading is calculated by implementation of upper …
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 …
Impact of transient infiltration on the ultimate bearing capacity of obliquely and eccentrically loaded strip footings on partially saturated soils
H Fathipour, SB Tajani, M Payan… - International Journal …, 2023 - ascelibrary.org
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 …
A machine learning regression approach for predicting the bearing capacity of a strip footing on rock mass under inclined and eccentric load
VQ Lai, K Sangjinda, S Keawsawasvong… - Frontiers in Built …, 2022 - frontiersin.org
In this study, the Multivariate Adaptive Regression Splines (MARS) model is employed to
create a data-driven prediction for the bearing capacity of a strip footing on rock mass …
create a data-driven prediction for the bearing capacity of a strip footing on rock mass …
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 combined bearing capacity of strip footings on partially saturated soils using lower bound theorem of finite element limit analysis and second-order cone …
SP Maghferati, RJ Chenari, SH Lajevardi… - Computers and …, 2023 - Elsevier
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 …
combined loading is investigated in this study using a combination of lower bound limit …