Influence of subsoil strength on performance of geosynthetic reinforced foundations

dc.contributor.guide	Krishna, A. Murali
dc.coverage.spatial	Civil Engineering
dc.creator.researcher	Biswas, Arghadeep
dc.date.accessioned	2023-05-02T11:12:17Z
dc.date.available	2023-05-02T11:12:17Z
dc.date.awarded	2016
dc.date.completed	2016
dc.date.registered	2010
dc.description.abstract	Performance of the geosynthetic reinforced foundation systems with different reinforcement forms and having clay subgrades of varying strengths has been investigated by performing physical model tests Model tests were carried out on a circular footing of 150 mm diameter D resting on 1 m 215 1 m 215 1 m foundation bed having clay subgrades of different undrained shear strengths cu ranging from 7 to 60 kPa Five different series of laboratory model tests were performed on homogeneous and layer
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/10603/480768
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	Influence of subsoil strength on performance of geosynthetic reinforced foundations
dc.title.alternative	Not available
dc.type.degree	Ph.D.