Capillary rise height of sulfate in Portland-limestone cement concrete under physical attack: Experimental and modelling investigation. (January 2022)
- Record Type:
- Journal Article
- Title:
- Capillary rise height of sulfate in Portland-limestone cement concrete under physical attack: Experimental and modelling investigation. (January 2022)
- Main Title:
- Capillary rise height of sulfate in Portland-limestone cement concrete under physical attack: Experimental and modelling investigation
- Authors:
- Zhang, Zhongya
Zou, Yang
Yang, Jun
Zhou, Jianting - Abstract:
- Abstract: Capillary rise is a dominate mechanism for the subsequent salt crystallization damage on concrete structures partially exposed to sulfate bearing environments. The aim of this study is to assess the capillary rise height of sulfate ( h ) in Portland cement (PC) and Portland-limestone cement (PLC) concretes under physical attack. The impacts of limestone contents (0 wt%, 10 wt% and 30 wt%) and water-to-binder ratios (w/b of 0.4 and 0.6) on the pore structures and sorptive property of concrete specimens were investigated. Results show that the effects of limestone content on the capillary rise heights, pore structures and sorptivity of PLC-based concrete specimens differed from different w/b ratios, as a consequence from the competition mechanism between filler effect and dilution effect due to the incorporation of limestone. The heights of efflorescence zone in PLC-based concrete specimens were found to be closely related to their volumes of capillary pores, while those of subflorescence zone only exhibited slight fluctuation at varying compositions. The time-dependent evolution of h can be divided into two stages and almost 35.7%–46.5% of the final height were reached in the first month (the fast increase stage). The capillary rise height h predicted by the modified model demonstrated good agreements with those obtained from experiments, when compared to other prediction models.
- Is Part Of:
- Cement & concrete composites. Volume 125(2022)
- Journal:
- Cement & concrete composites
- Issue:
- Volume 125(2022)
- Issue Display:
- Volume 125, Issue 2022 (2022)
- Year:
- 2022
- Volume:
- 125
- Issue:
- 2022
- Issue Sort Value:
- 2022-0125-2022-0000
- Page Start:
- Page End:
- Publication Date:
- 2022-01
- Subjects:
- Concrete durability -- Sulfate attack -- Limestone -- Capillary action -- Pore structure
Composite-reinforced concrete -- Periodicals
Concrete -- Periodicals
Composite materials -- Periodicals
Composites de ciment -- Périodiques
Béton -- Périodiques
Composites -- Périodiques
Béton léger -- Périodiques
Cement composites
Composite materials
Composite-reinforced concrete
Concrete
Lightweight concrete
Periodicals
Electronic journals
620.135 - Journal URLs:
- http://www.sciencedirect.com/science/journal/09589465 ↗
http://www.elsevier.com/journals ↗ - DOI:
- 10.1016/j.cemconcomp.2021.104299 ↗
- Languages:
- English
- ISSNs:
- 0958-9465
- Deposit Type:
- Legaldeposit
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library DSC - 3098.986000
British Library DSC - BLDSS-3PM
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