Reexamination of ASTM C 1202 : Standard test method for electrical indication of concrete's ability to resist chloride ion penetration

By D. Petersen, R. Link, R. Joshi, S. Chatterji, G. Achari, P. Mackie. 2000

952 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Pollution

View Paper: https://www.semanticscholar.org/paper/71882b5a8c816f3fcfb565440380fdc0fe73632f

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In Civil and Structural Engineering

1. H. Brouwers
2. P. Spiesz
3. R. Yu
4. Q. Yu
5. Hongjian Du
6. K. Tan
7. S. Singh
8. Onkareshwar Mishra

In Pollution

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2. P. Azarsa
3. B. Graybeal
4. H. Brouwers
5. Hongjian Du
6. R. Yu
7. J. S. Coutinho
8. Rishi Gupta

Citations in the corpus

• Enhancing microstructure and durability of concrete from ground granulated blast furnace slag and metakaolin as cement replacement materials (2013, methodology): “The samples were then vacuum saturated in water as per ASTM C1202-12 [17] (3 hours in v acuum dry, water admitted under vacuum and maintained for 1 hour, followed by immersion in water at atmospheric pressure for 18 hours).”
• Effect of nano-silica on the hydration and microstructure development of Ultra-High Performance Concrete (UHPC) with a low binder amount (2014, neutral): “The saturation is carried out on at least 3 samples (100 mm (cid:4) 100 mm (cid:4) 20 mm) for each mix, following the description given in NT Build 492 [33] and ASTM C1202 [34].”
• Development of an eco-friendly Ultra-High Performance Concrete (UHPC) with efficient cement and mineral admixtures uses (2015, methodology): “20 mm) for each mix, following the description given in NT Build 492 [53] and ASTM C1202 [54].”
• Material Property Characterization of Ultra-High Performance Concrete (2006, methodology): “The ASTM C1202 test for the Electrical Indication of Concrete’s Ability to Resist Chloride Ion Penetration.((57)) frequently referred to as the rapid chloride ion penetrability test, was conducted on specimens from the four UHPC curing regimes.”
• A study of multiple effects of nano-silica and hybrid fibres on the properties of Ultra-High Performance Fibre Reinforced Concrete (UHPFRC) incorporating waste bottom ash (WBA) (2014, positive): “The saturation is carried out on at least 3 samples (100 mm (cid:4) 100 mm (cid:4) 20 mm) for each mix, following the description given in NT Build 492 [49] and ASTM C1202 [50].”
• Self-healing capability of cementitious composites incorporating different supplementary cementitious materials (2013, methodology): “The classification ranges given in the ASTM C1202 are also illustrated graphically in Fig.”
• Mix design and properties assessment of Ultra-High-Performance Fibre Reinforced Concrete (UHPFRC) (2014, methodology): “The saturation is carried out on at least 3 samples (100 mm × 100 mm × 20 mm) for each mix, following the description given in NT Build 492 [38] and ASTM C1202 [39].”
• An overview of microstructural and material properties of ultra-high-performance concrete (2019, background): “The electric charge passed in terms of coulomb is another way to represent the chloride penetration in a specimen [173].”
• SCC modification by use of amorphous nano-silica (2014, methodology): “In total 18 discs were used to determine the permeable porosity, following the procedure described in the ASTM 1202 [44].”
• Waste glass powder as cement replacement in concrete (2014, methodology): “For concrete specimens, compressive strength and rapid chloride penetration test (RCPT) were carried out according to BS EN 12390-3 (2009) and ASTM C 1202 (2005), respectively.”
• Development of cement-based lightweight composites : part 1: mix design methodology and hardened properties (2013, methodology): “The saturation is carried out on three samples for each mix, following the standards NT Build 492 [42] and ASTM C1202 [43].”
• Electrical Resistivity of Concrete for Durability Evaluation: A Review (2017, methodology): “The table also shows an indication of the risk of chloride penetrability with regard to charge passed based on ASTM C1202 standard [100].”
• The combined benefits of CPF and RHA in improving the durability of concrete structures (2003, methodology): “[7] ASTM C 1202 (1994) "Standard test method for electrical indication of concrete’s ability to resist chloride ion penetration", American Society for Testing Materials.”