has been cited by the following article(s):
[1]
|
“Failure envelops for foundation subjected to inclined and eccentric loading considering steady state and transient flow conditions in unsaturated soils”
Computers and Geotechnics,
2023
DOI:10.1016/j.compgeo.2023.105315
|
|
|
[2]
|
Predicting the Impacts of Extreme Hydroclimatic Events on the Behavior of Drilled Shafts
Geo-Congress 2023,
2023
DOI:10.1061/9780784484654.058
|
|
|
[3]
|
Numerical Analysis of Shallow Foundations with Varying Loading and Soil Conditions
Buildings,
2022
DOI:10.3390/buildings12050693
|
|
|
[4]
|
Foundation bearing capacity estimation on unsaturated soil slope under transient flow condition using slip line method
Computers and Geotechnics,
2022
DOI:10.1016/j.compgeo.2022.104804
|
|
|
[5]
|
Foundation bearing capacity estimation on unsaturated soil slope under transient flow condition using slip line method
Computers and Geotechnics,
2022
DOI:10.1016/j.compgeo.2022.104804
|
|
|