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

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ISSN Print: 2156-8359
ISSN Online: 2156-8367
www.scirp.org/journal/ijg
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"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):

[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

[2]	Comparison of settlement of various shallow foundations estimated from DMT
	2022

[3]	Foundation bearing capacity estimation on unsaturated soil slope under transient flow condition using slip line method
	Computers and Geotechnics, 2022

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

[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

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