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contributor authorPornkasem Jongpradist
contributor authorNarongrit Jumlongrach
contributor authorSompote Youwai
contributor authorSomchai Chucheepsakul
date accessioned2017-05-08T21:18:43Z
date available2017-05-08T21:18:43Z
date copyrightJanuary 2010
date issued2010
identifier other%28asce%290899-1561%282010%2922%3A1%2849%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/46581
description abstractThis research studies the potential of using disposed fly ash to add up or partially replace Portland cement Type I in ground improvement by cement column technique. The strength characteristic of cement-fly ash admixed Bangkok clay was investigated by means of a series of unconfined compression tests, paying special attention to the influence of ground fly ash in this mixture. From testing results, the unconfined compressive strength and elastic modulus improved with an increasing of fly ash content. With the cement portions of greater than or equal to 10%, ground disposed fly ash could be employed as a pozzolanic material for partial replacement of cement in cement column construction. Based on the equivalent cementitious material content concept, an empirical equation relating the efficiency factor,
publisherAmerican Society of Civil Engineers
titleInfluence of Fly Ash on Unconfined Compressive Strength of Cement-Admixed Clay at High Water Content
typeJournal Paper
journal volume22
journal issue1
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)0899-1561(2010)22:1(49)
treeJournal of Materials in Civil Engineering:;2010:;Volume ( 022 ):;issue: 001
contenttypeFulltext


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