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[1]
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Shallow foundation behavior on an expansive soil slope subjected to different infiltration conditions
Canadian Geotechnical Journal,
2024
DOI:10.1139/cgj-2023-0184
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[2]
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Use of in-situ tests like flat plate dilatometer (DMT) andSeismic Dilatometer (SDMT) vis-à-vis finite element-based software to examine the efficacy of ground improvement work at a high rise residential project in Kolkata
International Journal of Geotechnical Engineering,
2024
DOI:10.1080/19386362.2024.2377457
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[3]
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Shallow foundation behavior on an expansive soil slope subjected to different infiltration conditions
Canadian Geotechnical Journal,
2024
DOI:10.1139/cgj-2023-0184
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[4]
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“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
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[5]
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Predicting the Impacts of Extreme Hydroclimatic Events on the Behavior of Drilled Shafts
Geo-Congress 2023,
2023
DOI:10.1061/9780784484654.058
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[6]
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Predicting the Impacts of Extreme Hydroclimatic Events on the Behavior of Drilled Shafts
Geo-Congress 2023,
2023
DOI:10.1061/9780784484654.058
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[7]
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“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
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[8]
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“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
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[9]
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Numerical Analysis of Shallow Foundations with Varying Loading and Soil Conditions
Buildings,
2022
DOI:10.3390/buildings12050693
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[10]
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Numerical Analysis of Shallow Foundations with Varying Loading and Soil Conditions
Buildings,
2022
DOI:10.3390/buildings12050693
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[11]
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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
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[12]
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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
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