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contributor authorNilo Cesar Consoli
contributor authorJúlio Portella Montardo
contributor authorPedro Domingos Marques Prietto
contributor authorGiovana Savitri Pasa
date accessioned2017-05-08T21:27:29Z
date available2017-05-08T21:27:29Z
date copyrightJune 2002
date issued2002
identifier other%28asce%291090-0241%282002%29128%3A6%28462%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52189
description abstractUnconfined compression tests, splitting tensile tests, and saturated drained triaxial compression tests with local strain measurement were carried out to evaluate the benefit of utilizing randomly distributed polyethylene terephthalate fiber, obtained from recycling waste plastic bottles, alone or combined with rapid hardening Portland cement to improve the engineering behavior of a uniform fine sand. The separate and the joint effects of fiber content (up to 0.9 wt %), fiber length (up to 36 mm), cement content (from 0 to 7 wt %), and initial mean effective stress (20, 60, and 100 kN/m
publisherAmerican Society of Civil Engineers
titleEngineering Behavior of a Sand Reinforced with Plastic Waste
typeJournal Paper
journal volume128
journal issue6
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(2002)128:6(462)
treeJournal of Geotechnical and Geoenvironmental Engineering:;2002:;Volume ( 128 ):;issue: 006
contenttypeFulltext


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