Show simple item record

contributor authorUma Ramasamy
contributor authorAmanda C. Bordelon
contributor authorPaul J. Tikalsky
date accessioned2017-12-30T12:58:21Z
date available2017-12-30T12:58:21Z
date issued2017
identifier other%28ASCE%29MT.1943-5533.0001891.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4244036
description abstractThe research focused on determining the effect of fresh and hardened properties of paste, mortar, and concrete using high Si-Al-Na–containing pumice as a supplementary cementitious material. Three crushed and sieved powder grades of this pumice were investigated at different percentages of cement replacement, up to 30%. Of the fresh properties, hydration kinetics from a calorimeter showed lower heat of hydration, and Vicat setting times indicated slower hardening response with the increased addition of pumice of the same grade. The finer grades of pumice showed reduced compressive strength compared to the control mixture, but enhanced strength compared to coarser grades. Durability tests of mortar samples were also performed. The addition of pumice and the finer grades of pumice showed enhanced resistance against both sulfate attack and alkali–silica reaction. A replacement of cement by 15% regardless of coarseness of the pumice grade was sufficient to prevent alkali–silica reaction.
publisherAmerican Society of Civil Engineers
titleProperties of Different Pumice Grades Blended with Cement
typeJournal Paper
journal volume29
journal issue7
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0001891
page04017040
treeJournal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 007
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record