Simplified Procedure for Calculating  Bearing Capacity of Cohesionless Soil  using Standard Penetration Test as an  alternative to the I S   6403 Method

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DC Field	Value	Language
dc.contributor.author	Mittal, Ravi Kant	-
dc.date.accessioned	2022-04-12T08:55:33Z	-
dc.date.available	2022-04-12T08:55:33Z	-
dc.date.issued	2015	-
dc.identifier.uri	https://studylib.net/doc/8178418/simplified-procedure-for-calculating-bearing-capacity-of	-
dc.identifier.uri	http://dspace.bits-pilani.ac.in:8080/xmlui/handle/123456789/4170	-
dc.description.abstract	This paper presents a simple and general procedure for calculating the bearing capacity of shallow foundations valid for strip, square, rectangular and circular footings; in cohesionless soils. As per Indian Standard IS:6403, 1981, the method of analysis ( general shear failure; local shear failure; or interpolation between the two) is decided on the basis of relative density of soil Dr for computing the bearing capacity. This is time consuming and requires precision at every step; more so if Dr is between 20% to 70% and interpolation is needed	en_US
dc.language.iso	en	en_US
dc.publisher	EJGE	en_US
dc.subject	Civil Engineering	en_US
dc.subject	Bearing capacity	en_US
dc.subject	Shallow foundation	en_US
dc.subject	Regression	en_US
dc.title	Simplified Procedure for Calculating Bearing Capacity of Cohesionless Soil using Standard Penetration Test as an alternative to the I S 6403 Method	en_US
dc.type	Article	en_US
Appears in Collections:	Department of Civil Engineering

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