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/xmlui/handle/123456789/4732
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dc.contributor.authorMukhopadhyay, Tapas Kumar-
dc.date.accessioned2014-10-07T11:40:49Z-
dc.date.available2014-10-07T11:40:49Z-
dc.date.issued1978-
dc.identifierM.Techen_US
dc.identifier.urihttp://hdl.handle.net/123456789/4732-
dc.guideRao, A. S. R.-
dc.guideSaran, Swami-
dc.description.abstractDifferent laboratory tests were performed on undisturbed Dhanori clay including cylindrical compression tests in triaxial apparatus with different drainage condi-tions. Constitutive relationshipswere established from actual stress-strain characteristics as obtained from different cylindrical compression tests. These constitutive relations were then used to predict the pressure settlement behaviour of surface footings resting on this soil. The stresses within the loaded soil mass were obtained using (i) the Boussinesq equations and (ii) the extended Boussinesq equations to account for variation of elastic modulus, E, with depth.en_US
dc.language.isoenen_US
dc.subjectCIVIL ENGINEERINGen_US
dc.subjectSTRESS-STRAIN CHARACTERSTICen_US
dc.subjectCONSTITUTIVE EQUATIONSen_US
dc.subjectDHANORI CLAYen_US
dc.titleCONSTITUTIVE EQUATIONS FOR DHANORI CLAYen_US
dc.typeM.Tech Dessertationen_US
dc.accession.number175035en_US
Appears in Collections:MASTERS' THESES (Civil Engg)

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