Research on the Technology of Defects Detection in Prestressed Pipe Grouting

Xiao Yu He; Jing Liu; Yi Lin Guo

doi:10.4028/www.scientific.net/AMR.446-449.1312

Paper Titles

Analysis of Bridge Dynamic Load Tests
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An Experimental Study on the Fire Behavior of CFT Columns under the Constant Axial Loading Condition in Fire
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Research of Self Pre-Stress Test of Concrete-Filled Steel Tube Arch Rib
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Research on the Technology of Defects Detection in Prestressed Pipe Grouting
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Influence of Reinforcement on Temperature and Stress of Hollow Pier
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Discussion on the Sound Radiation Coefficient of Building Materials
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Influence of Cross Beam on the Stress of Joints in A-Type Pier of a Bridge
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Effect of Side-Web Slope on Loading Properties of Prestressed Continuous Box-Girder Bridge with Changed Sections
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 446-449Research on the Technology of Defects Detection in...

Research on the Technology of Defects Detection in Prestressed Pipe Grouting

Abstract:

Nondestructive testing technology on prestressed pipe grouting is an important issue in recent years. Some research methods including Radar Method, Ray Method, and Impact Echo Method were contrasted and verified in this paper. The applicable scope and the defect detectable effect of these methods mentioned above was studied exploringly. The achievements obtained this paper were certain to be significant for the detection on pipeling grouting quality and defect inside concrete.

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Periodical:

Advanced Materials Research (Volumes 446-449)

Pages:

1312-1318

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.446-449.1312

Citation:

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Online since:

January 2012

Authors:

Xiao Yu He, Jing Liu, Yi Lin Guo

Keywords:

Impact Echo, Nondestructive Testing (NDT), Prestressed Reinforcement Pipeline, Radar, X-Ray, γ-Ray

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References

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