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/123456789/8026
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dc.contributor.authorRao, D. Babu-
dc.date.accessioned2014-11-11T10:43:12Z-
dc.date.available2014-11-11T10:43:12Z-
dc.date.issued1961-
dc.identifierM.Techen_US
dc.identifier.urihttp://hdl.handle.net/123456789/8026-
dc.guideHarkauli, A. N.-
dc.description.abstractThe s boll used in this iaorlc conform generally to those enggested in 1941 by the erican Society of Civil Engineers (Soil Mechanics Nomenclature, Manual of Civil Engineering Practice Ho. 22), although e~oceptions have been made iherever necessary to avoid confu on. A area of the base of the footing B breadth of footing C *on atant Ca compression index Cs coefficient of settlement a csheoon Ti depth of footing E modulus of elasticity so void ratio in loosest state Ga factor of safety H thi ckne so of stratum KP coefficient of passive earth pressure L length of footing ME Modulus N dimensionless factor (Nc , Nr, , and Nq bearing capacity factors); number of blows on sailing spoon daring standard penetration test.en_US
dc.language.isoenen_US
dc.subjectCIVIL ENGINEERINGen_US
dc.subjectBEARING CAPACITYen_US
dc.subjectDESIGN FOOTINGSen_US
dc.subjectPASSIVE EARTH PRESSUREen_US
dc.titleBEARING CAPACITY AND THE DESIGN OF FOOTINGSen_US
dc.typeM.Tech Dessertationen_US
dc.accession.number62396en_US
Appears in Collections:MASTERS' THESES (Civil Engg)

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