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contributor authorQin Ling;Gao Xiaojian;Li Wengui;Ye Huan
date accessioned2019-02-26T07:32:42Z
date available2019-02-26T07:32:42Z
date issued2018
identifier other%28ASCE%29MT.1943-5533.0002418.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4247762
description abstractThis paper investigates the effects of weak acids (citric acid, boric acid, and trisodium citrate) with dosages of .5, 1.5, and 2.5% of MgO weight on compressive strength, water resistance, and drying shrinkage of magnesium oxysulfate (MOS) cement. Hydration products and microstructure of typical samples are studied by using X-ray diffraction (XRD), Fourier transform infrared spectroscopy (FTIR), differential thermal analysis-thermogravimetry (DTA-TG), and scanning electron microscope (SEM) facilities. The results show that compressive strength of MOS cement increases with an increasing MgO/MgSO4 molar ratio and decreasing H2O/MgSO4 molar ratio. The addition of citric acid, boric acid, or trisodium citrate significantly enhances compressive strength and water resistance and alleviates drying shrinkage of MOS cement paste. With the incorporation of weak acid, 5·1·7 [5Mg(OH)2·MgSO4·7H2O] phase, which is a new magnesium subsulfate crystalline product with a needlelike crystal whisker shape, forms in cement paste. This substance behaves in a criss-crossing manner and fills in pores and microcracks, inducing the improved performance of MOS cement paste. With optimum dosages of .5, 2.5, and .5%, respectively, citric acid, trisodium citrate, and boric acid exhibit decreasing improvement effect.
publisherAmerican Society of Civil Engineers
titleModification of Magnesium Oxysulfate Cement by Incorporating Weak Acids
typeJournal Paper
journal volume30
journal issue9
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0002418
page4018209
treeJournal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 009
contenttypeFulltext


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