A study on strength and deformation behaviour of glass fibre reinforced clayey and sandy soils under varying moulded states

dc.contributor.guide	Singh, Baleshwar
dc.coverage.spatial	Civil Engineering
dc.creator.researcher	Patel, Suchit Kumar
dc.date.accessioned	2023-04-17T10:58:12Z
dc.date.available	2023-04-17T10:58:12Z
dc.date.awarded	2017
dc.date.completed	2017
dc.date.registered	2012
dc.description.abstract	Field applications of fibre reinforced soil are still lagging behind the traditional planer reinforcement method There is ample scope to increase field applications of fibre reinforcement with both clayey and sandy soils In the present study the strength and deformation behaviour of two soil types a clayey soil and a sandy soil reinforced with glass fibres were studied through a systematic series of laboratory tests Glass fibres of 0 15 mm diameter and of different lengths 10 20 and 30
dc.description.note	Not Available
dc.format.accompanyingmaterial	None
dc.format.dimensions	Not Available
dc.format.extent	Not Available
dc.identifier.uri	http://hdl.handle.net/10603/476246
dc.language	English
dc.publisher.institution	DEPARTMENT OF CIVIL ENGINEERING
dc.publisher.place	Guwahati
dc.publisher.university	Indian Institute of Technology Guwahati
dc.relation	Not Available
dc.rights	self
dc.source.university	University
dc.subject.keyword	Engineering
dc.subject.keyword	Engineering and Technology
dc.subject.keyword	Engineering Civil
dc.title	A study on strength and deformation behaviour of glass fibre reinforced clayey and sandy soils under varying moulded states
dc.title.alternative	Not available
dc.type.degree	Ph.D.