Inverse Analysis of the Buried Pipeline Foundation Structure Based on the Impact Image Method

Li Na Zhao; Xin Min Zhu; Shao Kong Feng

doi:10.4028/www.scientific.net/AMM.501-504.1530

Paper Titles

Elastic-Plastic Analysis of Partial Single Long-Span Complex Frame Structure under Rare Earthquake in High Seismic Intensity Zone
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The Application of Fuzzy Mathematic in Earthquake Damage about Ancient Buildings
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The Deformation Features of Crustal Structure Beneath the East Tibetan Margin and Neighboring Areas
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Discussion on Determination Methods for Coefficient of Subgrade Reaction in Response Displacement Method
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Inverse Analysis of the Buried Pipeline Foundation Structure Based on the Impact Image Method
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The Seismic Damage Investigation and Phenomenon Analysis of Space Grid Structures in Lushan Ms 7.0 Earthquake
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Numerical Analysis of Seismic Responses of a Concrete Culvert
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Seismic Analysis of L-Shaped Irregular Plane Frame Structure with Viscous Dampers
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Study on Seismic Behavior of Double Web-Angle and Top-Seat-Angle Beam-to-Column Connections
p.1551

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 501-504Inverse Analysis of the Buried Pipeline Foundation...

Inverse Analysis of the Buried Pipeline Foundation Structure Based on the Impact Image Method

Abstract:

Combining with specific engineering project, the author has researched the impact image method that was applied on inverse analysis of foundation structure of the buried pipeline. The author has also expounded the theory, method, process and conclusion of the impact image method in the detection of the buried pipelines basis. The results show that, it is a nondestructive testing method with high reliability and accuracy. Using this method, people could make sure whether there are boulders, empty or loose areas. Thus scientific basis could be provided to dispose the defect beneath the buried pipeline.