Numerical Analysis of Settlement Response of Shallow Footing Subjected to Heavy Rainfall and Flood Events

ISSN Print: 2156-8359
ISSN Online: 2156-8367
www.scirp.net/journal/ijg
E-mail: [email protected]

Citations

"Numerical Analysis of Settlement Response of Shallow Footing Subjected to Heavy Rainfall and Flood Events"
written by Nadarajah Ravichandran, Tharshikka Vickneswaran, Siddharth Marathe, Vishnu Saketh Jella,
published by International Journal of Geosciences, Vol.12 No.2, 2021

has been cited by the following article(s):

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[2]	PERFORMANCE OF GEOTECHNICAL SYSTEMS UNDER EXTREME HYDROCLIMATIC EVENTS USING A NEW USER-DEFINED SOIL MODEL IN PLAXIS.
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[3]	Predicting the Impacts of Extreme Hydroclimatic Events on the Behavior of Drilled Shafts
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[4]	Failure envelops for foundation subjected to inclined and eccentric loading considering steady state and transient flow conditions in unsaturated soils
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[5]	Comparison of settlement of various shallow foundations estimated from DMT
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[6]	Foundation bearing capacity estimation on unsaturated soil slope under transient flow condition using slip line method
	Computers and Geotechnics, 2022

[7]	Numerical analysis of shallow foundations with varying loading and soil conditions
	Buildings, 2022

[1]	Shallow foundation behavior on an expansive soil slope subjected to different infiltration conditions Canadian Geotechnical Journal, 2024 DOI:10.1139/cgj-2023-0184

[2]	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

[3]	“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

[4]	Predicting the Impacts of Extreme Hydroclimatic Events on the Behavior of Drilled Shafts Geo-Congress 2023, 2023 DOI:10.1061/9780784484654.058

[5]	Numerical Analysis of Shallow Foundations with Varying Loading and Soil Conditions Buildings, 2022 DOI:10.3390/buildings12050693

[6]	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