Chapter
Apr 26, 2012
Experimental Research on Concrete Durability Under Controlled Permeability Formwork Liner
Publication: Earth & Space 2008: Engineering, Science, Construction, and Operations in Challenging Environments
Abstract
Based on chloride ion penetration test (CIPT), ultrasonic test, abrasion resistance test, scanning electron microscope (SEM) and mercury porosimetry method (MPM), the fractal dimensions of cast concrete specimens in lab under controlled permeability formwork (CPF) inner-liner was measured, and the effects on concrete durability were analyzed. The results show that CPF inner-liner with suitable physical characteristics is useful to improve concrete compactness, anti-permeability and durability. Meanwhile, CPF inner-liner can decrease the ratio of water to cement and blow-holes distribution during hydration.
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© 2008 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210098, China. E-mail: [email protected]
Chong-Shi Gu
College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210098, China
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
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