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Series: ASM Handbook
Volume: 13B
Publisher: ASM International
Published: 01 January 2005
DOI: 10.31399/asm.hb.v13b.a0003843
EISBN: 978-1-62708-183-2
... Abstract Portland cement concrete has low environmental impact, versatility, durability, and economy, which make it the most abundant construction material in the world. This article details the types and causes of concrete degradation. Concrete can be degraded by corrosion of reinforcing steel...
Series: ASM Handbook
Volume: 12
Publisher: ASM International
Published: 01 January 1987
DOI: 10.31399/asm.hb.v12.a0000628
EISBN: 978-1-62708-181-8
... Abstract This article is an atlas of fractographs that helps in understanding the causes and mechanisms of fracture of sulfur concrete and asphalt and in identifying and interpreting the morphology of fracture surfaces. The fractographs illustrate the crystal morphology, noninterconnecting...
Series: ASM Handbook
Volume: 21
Publisher: ASM International
Published: 01 January 2001
DOI: 10.31399/asm.hb.v21.a0003453
EISBN: 978-1-62708-195-5
... Abstract Rehabilitation is the process of repairing or modifying reinforced concrete structures to a desired useful condition. This article describes the operational steps for the structural assessment of reinforced concrete structures. It discusses the classification of composite materials...
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Published: 30 September 2015
Fig. 12 Concrete surface profile pads for International Concrete Repair Institute guideline 310.2. Courtesy of KTA-Tator, Inc. More
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Published: 30 September 2015
Fig. 20 Color-coated concrete bridges. (a) Acrylic coating system on a concrete bridge. (b) Concrete bridge span coated with an epoxy-acrylic coating. Courtesy of KTA-Tator, Inc. More
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Published: 30 June 2023
Fig. 4 Wind turbine tower concrete base made with three-dimensional concrete printing, codeveloped by GE Renewable Energy, COBOD, and LafargeHolcim. Source: Ref 34 More
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Published: 30 September 2015
Fig. 1 Concrete surfaces are primed after preparation to assure good penetration and adhesion. More
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Published: 30 September 2015
Fig. 37 Spray application over bugholes in concrete More
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Published: 30 September 2015
Fig. 15 The Concrete Profiler (TCP) process More
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Published: 30 September 2015
Fig. 8 Corrosion of steel reinforcement in concrete. Courtesy of KTA-Tator, Inc. More
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Published: 30 September 2015
Fig. 9 Efflorescence on a concrete surface. Courtesy of KTA-Tator, Inc. More
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Published: 30 September 2015
Fig. 10 Calcium chloride test on concrete floor. Courtesy of KTA-Tator, Inc. More
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Published: 30 September 2015
Fig. 13 Concrete surface with water-repellent sealer. Courtesy of KTA-Tator, Inc. More
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Published: 30 September 2015
Fig. 37 Fusion-bonded-epoxy-coated pipe with an outer layer of polymer concrete More
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Published: 30 September 2015
Fig. 2 (a) Two beam bridges: a concrete beam bridge over water, and an overpass steel beam bridge (with peeling paint on the fascia girder). (b) Concrete overpass beam bridge over a divided highway. Courtesy of KTA-Tator, Inc. More
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Published: 30 September 2015
Fig. 21 Concrete capillary pore structure, with surface cracking and resultant sealing of the generic types of sealers. (a) Pore-blocking, film-forming sealer. (b) Penetrating, hydrophobic sealer. Source: Ref 6 More
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Published: 30 September 2015
Fig. 2 Prestressed concrete tank with exterior acrylic coating. Courtesy of DN Tanks More
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Published: 30 September 2015
Fig. 13 Typical evidence of acidic attack of concrete in secondary containment for alum More
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Published: 30 September 2015
Fig. 14 Aqueous-phase carbonation damage in a concrete sedimentation tank More
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Published: 30 September 2015
Fig. 15 Grade-line resurfacing coating of concrete to prevent sulfate attack More