Show simple item record

contributor authorB. V. Viswanadham
contributor authorB. K. Jha
contributor authorS. S. Sengupta
date accessioned2017-05-08T21:30:09Z
date available2017-05-08T21:30:09Z
date copyrightJanuary 2009
date issued2009
identifier other%28asce%291090-025x%282009%2913%3A1%2845%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/53928
description abstractThe 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
publisherAmerican Society of Civil Engineers
titleCentrifuge Testing of Fiber-Reinforced Soil Liners for Waste Containment Systems
typeJournal Paper
journal volume13
journal issue1
journal titlePractice Periodical of Hazardous, Toxic, and Radioactive Waste Management
identifier doi10.1061/(ASCE)1090-025X(2009)13:1(45)
treePractice Periodical of Hazardous, Toxic, and Radioactive Waste Management:;2009:;Volume ( 013 ):;issue: 001
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record