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contributor authorSuksun Horpibulsuk
contributor authorApichat Suddeepong
contributor authorCherdsak Suksiripattanapong
contributor authorAvirut Chinkulkijniwat
contributor authorArul Arulrajah
contributor authorMahdi Miri Disfani
date accessioned2017-05-08T22:06:00Z
date available2017-05-08T22:06:00Z
date copyrightOctober 2014
date issued2014
identifier other26188520.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/71317
description abstractLightweight cellular cemented clays have wide range of applications in the infrastructure rehabilitation and in the construction of new facilities. Since the inception of this method, the developments in the plant and machinery as well as associated field techniques have surpassed the basic understanding of strength developments in lightweight cellular cemented clay. In this paper, an attempt is made to identify the dominant parameter, governing the unit weight, strength, and compressibility characteristics of lightweight cellular cemented clay, which helps control input of water, air foam, and cementing agent to attain unit weight and strength development with curing time. From this research, it is discovered that water-void/cement ratio,
publisherAmerican Society of Civil Engineers
titleWater-Void to Cement Ratio Identity of Lightweight Cellular-Cemented Material
typeJournal Paper
journal volume26
journal issue10
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0001110
treeJournal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 010
contenttypeFulltext


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