Please use this identifier to cite or link to this item: http://hdl.handle.net/123456789/8026
Title: BEARING CAPACITY AND THE DESIGN OF FOOTINGS
Authors: Rao, D. Babu
Keywords: CIVIL ENGINEERING
BEARING CAPACITY
DESIGN FOOTINGS
PASSIVE EARTH PRESSURE
Issue Date: 1961
Abstract: The 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.
URI: http://hdl.handle.net/123456789/8026
Other Identifiers: M.Tech
Appears in Collections:MASTERS' DISSERTATIONS (Civil Engg)

Files in This Item:
File Description SizeFormat 
CED62396.pdf6.9 MBAdobe PDFView/Open


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