EFFECT OF SEDIMENT NON-UNIFORMITY ON PERMEABILITY

Jamil, Mohd

dc.contributor.author	Jamil, Mohd
dc.date.accessioned	2014-10-07T04:44:30Z
dc.date.available	2014-10-07T04:44:30Z
dc.date.issued	1969
dc.identifier	Ph.D	en_US
dc.identifier.uri	http://hdl.handle.net/123456789/4558
dc.guide	Ghosh, R. J.
dc.description.abstract	This thesis deals with the theoretical analysis and merimental verification of variation of permeability with gradation of sediments in such a range that the YAM Law is applicable. Attempts have been made o derive an, analytical equation tzarpermeability of none- form Kraus media based an drag modal theory after inclusion of effect of standard deviation. Tho equation thwal obtained was verified exparimentallY0 The results indicate that analytically obtained equation for pormeability of)non.uniform material can be verified only for small standard deviations	en_US
dc.language.iso	en	en_US
dc.subject	CIVIL ENGINEERING	en_US
dc.subject	SEDIMENT	en_US
dc.subject	SEDIMENT NON-UNIFORMITY	en_US
dc.subject	PERMEABILITY	en_US
dc.title	EFFECT OF SEDIMENT NON-UNIFORMITY ON PERMEABILITY	en_US
dc.type	Doctoral Thesis	en_US
dc.accession.number	105498	en_US