BEARING CAPACITY AND THE DESIGN OF FOOTINGS

Rao, D. Babu

dc.contributor.author	Rao, D. Babu
dc.date.accessioned	2014-11-11T10:43:12Z
dc.date.available	2014-11-11T10:43:12Z
dc.date.issued	1961
dc.identifier	M.Tech	en_US
dc.identifier.uri	http://hdl.handle.net/123456789/8026
dc.guide	Harkauli, A. N.
dc.description.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.	en_US
dc.language.iso	en	en_US
dc.subject	CIVIL ENGINEERING	en_US
dc.subject	BEARING CAPACITY	en_US
dc.subject	DESIGN FOOTINGS	en_US
dc.subject	PASSIVE EARTH PRESSURE	en_US
dc.title	BEARING CAPACITY AND THE DESIGN OF FOOTINGS	en_US
dc.type	M.Tech Dessertation	en_US
dc.accession.number	62396	en_US