Engineering Behavior of a Sand Reinforced with Plastic WasteSource: Journal of Geotechnical and Geoenvironmental Engineering:;2002:;Volume ( 128 ):;issue: 006Author:Nilo Cesar Consoli
,
Júlio Portella Montardo
,
Pedro Domingos Marques Prietto
,
Giovana Savitri Pasa
DOI: 10.1061/(ASCE)1090-0241(2002)128:6(462)Publisher: American Society of Civil Engineers
Abstract: Unconfined 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
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| contributor author | Nilo Cesar Consoli | |
| contributor author | Júlio Portella Montardo | |
| contributor author | Pedro Domingos Marques Prietto | |
| contributor author | Giovana Savitri Pasa | |
| date accessioned | 2017-05-08T21:27:29Z | |
| date available | 2017-05-08T21:27:29Z | |
| date copyright | June 2002 | |
| date issued | 2002 | |
| identifier other | %28asce%291090-0241%282002%29128%3A6%28462%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/52189 | |
| description abstract | Unconfined 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 | |
| publisher | American Society of Civil Engineers | |
| title | Engineering Behavior of a Sand Reinforced with Plastic Waste | |
| type | Journal Paper | |
| journal volume | 128 | |
| journal issue | 6 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(2002)128:6(462) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2002:;Volume ( 128 ):;issue: 006 | |
| contenttype | Fulltext |