1. Shodhbhagirathi @ IITR
  2. CIVIL ENGINEERING
  3. MASTERS' THESES (Civil Engg)
Please use this identifier to cite or link to this item: http://localhost:8081/jspui/handle/123456789/17759
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dc.contributor.authorGanaie, Aashiq Hussain-
dc.date.accessioned2025-07-04T14:08:54Z-
dc.date.available2025-07-04T14:08:54Z-
dc.date.issued2015-05-
dc.identifier.urihttp://localhost:8081/jspui/handle/123456789/17759-
dc.description.abstractStrip footing is an important type of shallow foundations and is commonly used beneath the walls. Analysis of shallow foundation involves the determination of stresses and deformations. Element free Galerkin method, one of the important mesh free methods, is used for the determination of stresses and deformations. The accuracy and rate of convergence of element free Galerkin method is more than that of finite element method. The analysis of homogenous soil and also two layered soil is carried out.Tbe results obtained are agreeing with the values obtained using analytical solutions available in the literature. Parametric study is done and the effect of modulus of deformation and Poisson ratio on deformation and stresses are determined. In the analysis of two layered soil, two cases have been studied. One with stronger layer of soil underlain by a weak soil and the other with weaker soil underlain by a strong soilen_US
dc.description.sponsorshipINDIAN INSTITUTE OF TECHNOLOGY ROORKEEen_US
dc.language.isoenen_US
dc.publisherIIT ROORKEEen_US
dc.subjectStrip Footingen_US
dc.subjectShallow Foundationen_US
dc.subjectFinite Element Methoden_US
dc.subjectHomogenous Soilen_US
dc.titleMESHFREE ANALYSIS OF A STRIP FOOTINGen_US
dc.typeOtheren_US
Appears in Collections:MASTERS' THESES (Civil Engg)

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