The Parameter Assessment for GHPC Performance of Anti-Sulfate Erosion

Hong Xia Qiao; Hui Cao; Hong Fa Yu; Zhong Mao He

doi:10.4028/www.scientific.net/AMM.71-78.3495

Paper Titles

Axial Compression Properties of Recycled-Concrete-Segment/Lump Filled Steel Tubular Columns with Inner CFRP Tendons
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Ultra-Long Well-Orderly Organic Nanowires Arrays Based on Solution Process
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CAD Model Reconstruction Using 3D Laser Scanning
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Study on Mechanical Behavior of Floor Beams in the High-Strength Cold-Formed Steel Framing System
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The Parameter Assessment for GHPC Performance of Anti-Sulfate Erosion
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Removal of Heavy Metal Ions from Water Using Nano-Barium Strontium Titanate Immobilized on the Silica Gel G as an Adsorbent
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Adsorption and Preconcentration Capabilities of Nano-Barium-Strontium Titanate Powder Coated by Dithizone for Trace Bismuth
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Determination of Trace Silver in Water by FAAS after Concentration and Separation by the Modified Organobentonite Using Dithizone
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Removal of Hg (II) from Waste Water Using Nano-Barium-Strontium Titanate Coated by Dithizone
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 71-78The Parameter Assessment for GHPC Performance of...

The Parameter Assessment for GHPC Performance of Anti-Sulfate Erosion

Abstract:

After the assessment targets on concrete performance of anti-sulfate erosion were optimum designed rationally to be assessment parameters, the course on performance deterioration of concrete was characterized using designed assessment parameters. The results show that, every performance deterioration degree of concrete can be compared on the same coordination axis by assessment parameters. The assessment parameters were applicable the same determination criterion, and the determination principle is simple and convenient. The comparing the deterioration course and sensitivity degree of concrete performance is much easy. It is better to judge concrete performance state that the GHPC performance of anti-sulfate erosion has been assessed with assessment parameter designed in the paper.