INFLUENCE OF GRADING OF SAND :,ON BEHAVIOUR OF FOOTINGS

Gupta, D. K.

dc.contributor.author	Gupta, D. K.
dc.date.accessioned	2014-11-16T06:15:56Z
dc.date.available	2014-11-16T06:15:56Z
dc.date.issued	1982
dc.identifier	M.Tech	en_US
dc.identifier.uri	http://hdl.handle.net/123456789/8715
dc.guide	Jain, P. K.
dc.guide	Agarwal, K. B.
dc.description.abstract	An attempt has been made to investigate the effect of grading of granular soils on the behaviour of footings. Three types of granular soils at three relative densities were used and the tests were conducted in dry and submerged conditions. The modal footings were circular and square in shape of 25 mm width. The effect of surcharge was studied for circular foot-ing in dry condition. Based on the experimental data, conclusions were drawn on the effect of grading on ultimate failure load, ultimate failure strains and modulus of subgrade reaction.	en_US
dc.language.iso	en	en_US
dc.subject	CIVIL ENGINEERING	en_US
dc.subject	SAND GRADING	en_US
dc.subject	FOOTINGS	en_US
dc.subject	GRANULAR SOILS	en_US
dc.title	INFLUENCE OF GRADING OF SAND :,ON BEHAVIOUR OF FOOTINGS	en_US
dc.type	M.Tech Dessertation	en_US
dc.accession.number	177121	en_US