Please use this identifier to cite or link to this item: http://hdl.handle.net/123456789/8196
Title: BEARING CAPACITY OF FOOTINGS UNDER ECCENTRIC-INCLINED LOADS
Authors: Niyogi, B. P.Guha
Keywords: CIVIL ENGINEERING
BEARING CAPACITY
FOOTINGS
ECCENTRIC-INCLINED LOADS
Issue Date: 1969
Abstract: Model tests were performed in cohesionless soil on footings subjected to eccentric-inclined loads. A device was used to apply the load directly at the base of the footing at the desired inclination and eccentri, city. In each test failure load, settlement, tilt and extent of failure surface observations were taken. The failure loads in two-dimensional tests, when compared with previous theories, found closer to Meyerhof I s Theory. From settlement and tilt records, curves are obtained for predicting the settlement and tilt of footings subjected to eccentric-inclined loads at desired factor of safety. Shape factors have been determined for finding the bearing capacity for square and rectangular footings.
URI: http://hdl.handle.net/123456789/8196
Other Identifiers: M.Tech
Appears in Collections:MASTERS' DISSERTATIONS (Civil Engg)

Files in This Item:
File Description SizeFormat 
CED105500.pdf3.79 MBAdobe PDFView/Open


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.