Bearing capacity of conical footing on anisotropic and heterogeneous clays using FEA and ANN
The paper presents axisymmetric FEA solutions for the bearing capacity of conical footings
embedded in anisotropic and inhomogeneous clays using NGI-ADP model. The bearing …
embedded in anisotropic and inhomogeneous clays using NGI-ADP model. The bearing …
Determining seismic bearing capacity of footings embedded in cohesive soil slopes using multivariate adaptive regression splines
Seismic bearing capacity of strip footings in cohesive soil slopes considering various
embedded depths is investigated in this study. Novel solutions using pseudo-static method …
embedded depths is investigated in this study. Novel solutions using pseudo-static method …
Method for estimating three-dimensional effects on braced excavation in clay
T Lu, K Wu, S Liu, G Cai - Tunnelling and Underground Space Technology, 2023 - Elsevier
The maximum lateral wall movements are usually estimated by two-dimensional finite
element analysis. However, three-dimensional effects due to the higher stiffness at the …
element analysis. However, three-dimensional effects due to the higher stiffness at the …
Role of Geogrid reinforcement and its diverse applications in the geotechnical engineering and allied fields: a-state-of-the-art review
K Prakash K, D Rathod… - Australian Journal of Civil …, 2023 - Taylor & Francis
Soils and geosynthetics are terms used interchangeably whenever the physical and
mechanical properties of the soil are unlikely to sustain the load coming over it. Several …
mechanical properties of the soil are unlikely to sustain the load coming over it. Several …
[HTML][HTML] Physics-based and data-driven modeling for stability evaluation of buried structures in natural clays
This study presents a hybrid framework to predict stability solutions of buried structures
under active trapdoor conditions in natural clays with anisotropy and heterogeneity by …
under active trapdoor conditions in natural clays with anisotropy and heterogeneity by …
New analytical solutions for shallow cohesive soils overlying trench voids under various slip surfaces
This paper investigates the effects of cover ratio and soil strength parameters (cohesion and
friction angle) on the failure mechanisms of cohesive soils overlying trench voids using …
friction angle) on the failure mechanisms of cohesive soils overlying trench voids using …
Numerical modeling of the ultimate bearing capacity of strip footings on reinforced sand layer overlying clay with voids
The presence of underground voids within a failure zone usually results in a reduction in the
bearing capacity of footings. This paper presents results for the ultimate bearing capacity …
bearing capacity of footings. This paper presents results for the ultimate bearing capacity …
Dynamic response of a Low embankment subjected to traffic loads on the Yangtze River floodplain, China
X Wan, J Ding, Z Hong, C Huang, S Shang… - International Journal of …, 2022 - ascelibrary.org
Roadways with low embankments may undergo considerable postconstruction settlement
under traffic loads, which can significantly threaten roadway safety. This study aimed to …
under traffic loads, which can significantly threaten roadway safety. This study aimed to …
Undrained sinkhole collapse in anisotropic clays
VQ Lai, R Banyong, S Keawsawasvong - Arabian Journal of Geosciences, 2022 - Springer
This paper presents new plastic solutions of a spherical cavity in undrained anisotropic clay
under axisymmetric conditions by utilizing the upper bound (UB) and lower bound (LB) finite …
under axisymmetric conditions by utilizing the upper bound (UB) and lower bound (LB) finite …
Behavior of back-to-back MSE walls: interaction analysis using finite element modeling
Back-to-back mechanically stabilized earth (BBMSE) wall is a specific case of modern earth
retention technique, where the design of the wall system depends on the spacing between …
retention technique, where the design of the wall system depends on the spacing between …