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contributor authorNilo Cesar Consoli
contributor authorRafael Rizzati de Moraes
contributor authorLucas Festugato
date accessioned2017-05-08T21:56:01Z
date available2017-05-08T21:56:01Z
date copyrightOctober 2013
date issued2013
identifier other%28asce%29mt%2E1943-5533%2E0000590.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/66938
description abstractEnhancement of local soils with fibers and cement for the construction of stabilized pavement bases, canal lining, and support layers for shallow foundations shows great economical and environmental advantages, avoiding the use of borrow materials from elsewhere, in addition to the need of a spoil area. In previous studies, a unique dosage methodology for cemented soils has been established based on rational criteria in which the porosity-to-cement ratio plays a fundamental role in the assessment of the target unconfined compressive strength (
publisherAmerican Society of Civil Engineers
titleParameters Controlling Tensile and Compressive Strength of Fiber-Reinforced Cemented Soil
typeJournal Paper
journal volume25
journal issue10
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0000555
treeJournal of Materials in Civil Engineering:;2013:;Volume ( 025 ):;issue: 010
contenttypeFulltext


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