Centrifuge Testing of Fiber-Reinforced Soil Liners for Waste Containment Systems

dc.contributor.author	B. V. Viswanadham
dc.contributor.author	B. K. Jha
dc.contributor.author	S. S. Sengupta
dc.date.accessioned	2017-05-08T21:30:09Z
dc.date.available	2017-05-08T21:30:09Z
dc.date.copyright	January 2009
dc.date.issued	2009
dc.identifier.other	%28asce%291090-025x%282009%2913%3A1%2845%29.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl/handle/yetl/53928
dc.description.abstract	The objective of this paper is to study the deformation behavior of moist-compacted soil liners with and without inclusion of discrete and randomly distributed fibers for waste containment systems at the onset of nonuniform settlements in a geotechnical centrifuge. First, scaling considerations pertaining to simulation of discretely mixed fibers in a centrifuge are presented. A series of centrifuge tests were carried out by varying aspect ratio and dosage of fibers in a soil liner of
dc.publisher	American Society of Civil Engineers
dc.title	Centrifuge Testing of Fiber-Reinforced Soil Liners for Waste Containment Systems
dc.type	Journal Paper
dc.journal.volume	13
dc.journal.issue	1
dc.journal.title	Practice Periodical of Hazardous, Toxic, and Radioactive Waste Management
dc.identifier.doi	10.1061/(ASCE)1090-025X(2009)13:1(45)
dc.tree	Practice Periodical of Hazardous, Toxic, and Radioactive Waste Management:;2009:;Volume ( 013 ):;issue: 001
dc.contenttype	Fulltext