Assessment of Structural Integrity for a Concrete Runway by Seismic Techniques


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Concrete runways are subject to material deterioration or structural problems, which lead to surface cracks and scaling of a concrete pavement. In this study, seismic techniques including the SASW method, the impact-echo method and the impulse-response method were integrated into a systematic nondestructive approach, which is designed for the assessment of structural integrity of concrete runway pavements. Numerical simulation of the employed seismic methods was performed to verify the validity. For feasibility, the integrated approach was applied to a concrete runway which has surface cracks at pavement segments not subject to airplane loading. The approach verified that the surface cracks were attributed to reduced subgrade stiffness, which may not be detected by conventional pavement tests. The validity of the integrated approach was also proven in lieu of forensic engineering for concrete runway pavements.



Key Engineering Materials (Volumes 321-323)

Edited by:

Seung-Seok Lee, Joon Hyun Lee, Ik Keun Park, Sung-Jin Song, Man Yong Choi






S. H. Joh et al., "Assessment of Structural Integrity for a Concrete Runway by Seismic Techniques", Key Engineering Materials, Vols. 321-323, pp. 298-301, 2006

Online since:

October 2006




[1] K.H. Stokoe, II, S.G. Wright, J.A. Bay, and J.M. Roesset: Characterization of geotechnical sites by SASW method. Geophysical Characteristics of Sites, ISSMFE, Technical Committee 10 for XIII ICSMFE, International Science Publishers, New York, (1994).

[2] M.J. Sansalone, W.B. Streett: IMPACT-ECHO: Nondestructive Evaluation of Concrete and Masonry. Bullbrier Press (1997), p.339.

[3] Brent L. Rosenblad: Evaluation of stress-wave methods for implementation into a rolling system to detect pavement irregularities. Thesis. The University of Texas at Austin (1995).

[4] E. Kausel and R. Peek: Dynamic loads in the interior of a layered stratum: an explicit solution. Bull. Seismol. Soc. Am. Vol. 72, No. 1 (1982), pp.1259-1508.

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