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contributor authorWu-Jian Long
contributor authorJun-kai Peng
contributor authorYu-cun Gu
contributor authorZhi-Lu Jiang
contributor authorLuping Tang
contributor authorFeng Xing
date accessioned2022-02-01T22:03:09Z
date available2022-02-01T22:03:09Z
date issued9/1/2021
identifier other%28ASCE%29MT.1943-5533.0003850.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4272516
description abstractThe effect of polyaluminum chloride (PAC) on the durability, microstructure, and corrosion sensitivity of slag–cement pastes was investigated in this research. Various experimental tests were performed to assess the mechanical properties (compressive strength test), durability (rapid chloride migration test, water permeability test, capillary water absorption test, chloride binding test, accelerated carbonation test), microstructure (scanning electron microscopy, X-ray diffraction, mercury intrusion porosimetry), and corrosion sensitivity (accelerated corrosion sensitivity, initial chloride concentration). Experimental results showed that adding 1.5% PAC increased compressive strength by 77.0%, 53.8%, and 19.4% at 3, 7, and 28 days. Resistance to chloride migration, water permeation, capillary water absorption, and carbonation was improved. These results were consistent with the microstructural analysis, which showed that adding PAC facilitated the formation of Friedel’s salt and development of pore structure, which was the key factor for the improved durability of the slag–cement paste. Adding 1.5% PAC had a limited influence on the corrosion sensitivity despite introducing the additional chloride ions into the system. These results promote the further practical application of PAC.
publisherASCE
titleDurability of Slag–Cement Paste Containing Polyaluminum Chloride
typeJournal Paper
journal volume33
journal issue9
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0003850
journal fristpage04021235-1
journal lastpage04021235-11
page11
treeJournal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 009
contenttypeFulltext


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