• Title/Summary/Keyword: IE-SASW method

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IE-SASW Method for Nondestructive Testing of Geotechnical Concrete Structure : II. Experimental Studies (콘크리트 지반구조물의 비파괴검사를 위한 충격반향-표면파 병행기법 : II. 실험적 연구)

  • 김동수;서원석;이광명
    • Journal of the Korean Geotechnical Society
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    • v.18 no.4
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    • pp.271-283
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    • 2002
  • P-wave velocity of concrete is a crucial parameter in determining the thickness of concrete lining, the location of cracks or other defects in Impact-Echo(IE) method. This study introduces an IE-SASW method that may determine the P-wave velocity on a surface of each testing area using the Spectral Analysis of Surface Wave (SASW) method. In numerical studies(Part I), it was verified that P-wave velocities could be obtained from SASW. In this paper(Part II), experimental studies were made in slab type concrete model specimens in which voids and waterproof sheet were included at the known locations. Accordingly, the feasibility of the proposed method was evaluated. The IE-SASW method was also performed in the precast model tunnel on ground and open-cut tunnel in ground. SASW tests were performed to determine the P-wave velocity of the concrete and then IE tests were carried at regularly spaced points along the testing lines to determine the thickness of structures. The nondestructive testing method which combined SASW and IE tests showed the great potential in the field applications.

IE-SASW Method for Nondestructive Testing of Geotechnical Concrete Structure : I. Numerical Studies (콘크리트 지반구조물의 비파괴검사를 위한 충격반향-표면파병행기법 : I. 수치해석적 연구)

  • 김동수;서원석;이광명
    • Journal of the Korean Geotechnical Society
    • /
    • v.18 no.4
    • /
    • pp.257-270
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    • 2002
  • The Impact-Echo(IE) method has been used to evaluate the integrity of concrete structures. In this method, the P-wave velocity of concrete is a crucial parameter in determining the thickness of concrete lining, the location of cracks or other defects. In many field applications of the IE method, the P-wave velocity is obtained by testing the core or the portion of a structure where the exact thickness is known. Occasionally, however, the core can not be obtained in specific structures and the P-wave velocity determined from core testing may not be a representative value of the structure. This study introduces an IE-SASW method that may determine the P-wave velocity on a surface of each testing area using the Spectral Analysis of Surface Wave (SASW) method. Results obtained from numerical studies are presented in this paper (Part I), and results obtained from experimental studies are presented in the companion paper (Part II). In this paper, numerical analyses using ABAQUS were carried out to investigate the effectiveness and the limitations of the IE-SASW method.