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contributor authorLei Gu
contributor authorPhillip Visintin
contributor authorTerry Bennett
date accessioned2022-01-30T20:01:16Z
date available2022-01-30T20:01:16Z
date issued2020
identifier other%28ASCE%29MT.1943-5533.0003261.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4266380
description abstractThe deterioration of conventional cement (CC) and alkali-activated (AA) cementitious materials when exposed to sulphuric acid is influenced by the scale, both in terms of scale of manufacture (paste, mortar, and concrete) and level of observation (microscopic to macroscopic). The degradation of samples at the microscale was examined using scanning electron microscopy, energy dispersive x-ray, x-ray diffraction, Fourier transform infrared spectroscopy, and microcomputed tomography. Macroscopic measurements were used to establish the cross-section change, mass loss, and compressive strength. In addition, the ion change in the reservoir solution was examined using inductively coupled plasma mass spectroscopy. Microscale and macroscale measurements highlight the fundamental difference in the degradation of CC and AA materials, and therefore current simple indicator tests are inadequate for comparing the performance of materials.
publisherASCE
titleSulphuric Acid Resistance of Cementitious Materials: Multiscale Approach to Assessing the Degradation
typeJournal Paper
journal volume32
journal issue7
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0003261
page04020171
treeJournal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 007
contenttypeFulltext


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