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contributor authorWantanee Buggakupta
contributor authorKanyakan Tounchuen
contributor authorWithaya Panpa
contributor authorSupatra Jinawath
date accessioned2022-01-30T19:58:13Z
date available2022-01-30T19:58:13Z
date issued2020
identifier other%28ASCE%29MT.1943-5533.0003179.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4266298
description abstractThis research aims at producing high-strength, water-resistant, gypsum-based materials (from used plaster moulds) with the additions of glass cullet and cements and investigating the influence of glass cullet contents on their properties. Block-shaped specimens of gypsum mortars containing 70–90 wt% β-hemihydrate with up to 20 wt% cullet waste powder and a small amount of Portland and calcium aluminate cements, as early strength enhancer and setting time modifier, were cured under damp, ambient air for 7–90 days. Properties including setting times, water absorption, compressive strength, water resistance, volume change, and microstructure were observed. The results exhibited that all specimens could retain their original strength after 10  wet/dry cycles, while the volume shrinkage difference between 7 and 90 days was small (3%–7%), which is consistent with the minimal change of bulk densities at various curing times (densities 1.1–1.20  g/cm3). Prolonged curing times led to lower water resistance due to a combination of hydration and pozzolanic reaction products. The mixture with 10 wt% cullet provided optimum characteristics and retained strength of 5.5 MPa with the smallest volume shrinkage of 7% at 90-day curing, suggesting possible applications for indoor and nonstructural outdoor applications.
publisherASCE
titleEarly Production of High Strength and Improved Water Resistance Gypsum Mortars from Used Plaster Mould and Cullet Waste
typeJournal Paper
journal volume32
journal issue6
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0003179
page04020116
treeJournal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 006
contenttypeFulltext


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