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contributor authorYanxia Ye
contributor authorSimin Ma
contributor authorYizhuo Han
contributor authorCong Jing
contributor authorFulin Xie
contributor authorYuan Liu
date accessioned2024-04-27T22:58:16Z
date available2024-04-27T22:58:16Z
date issued2024/05/01
identifier other10.1061-JMCEE7.MTENG-16646.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4297953
description abstractThe compressive strength retention rates of ordinary, 10wt% fly ash (FA) modified, and 15wt% silica fume (SF) modified potassium magnesium phosphate cement (MKPC) mortar blocks at different ages were measured, under the curing of water, 5%NaCl solution, and 5%Na2SO4 solution. This was used to investigate their water resistance and salt resistance abilities. The freeze-thaw cycle deterioration was further compared and analyzed. Finally, scanning electron microscopy (SEM) and X-ray diffraction (XRD) were used to investigate the hydration products. The results indicated that the compressive strength retention rate of the SF-modified MKPC mortar was 82.7% when it was cured in water for 150 days and above 85% when in the two mentioned salt solutions for 150 days. Compared to FA, the water resistance, salt erosion resistance, and freeze-thaw resistance of MKPC mortar were all improved by the SF because of its good physical filling and chemical effect.
publisherASCE
titleEvaluating Durability: A Comparative Study on the Influence of Fly Ash and Silica Fume in Potassium Magnesium Phosphate Cement Mortar
typeJournal Article
journal volume36
journal issue5
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/JMCEE7.MTENG-16646
journal fristpage04024085-1
journal lastpage04024085-9
page9
treeJournal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 005
contenttypeFulltext


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