Nondestructive Analysis of a Concrete Tunnel Model Using a Newly Proposed Combined Stress Wave Propagation Method-Reference-Cited by-同舟云学术

Nondestructive Analysis of a Concrete Tunnel Model Using a Newly Proposed Combined Stress Wave Propagation Method

Published:2009-12 Issue:6 Volume:23 Page:432-439
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Boone S. D.¹²³,Barr P. J.¹²³,Bay J. A.¹²³

Affiliation:

1. Senior Technical Staff Member, Dept. of Structural Engineering, B&W Y-12, Y-12 National Security Complex, P.O. Box 2009 MS8106, Oak Ridge, TN 37831-8106.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Utah State Univ., 4110 Old Main Hill, Logan, UT 84332-4110 (corresponding author).

3. Associate Professor, Dept. of Civil and Environmental Engineering, Utah State Univ., 4110 Old Main Hill, Logan, UT 84332-4110.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0000043

Reference19 articles.

1. Bay J. A. and Stokoe K. H. (1992). “Field and laboratory determination of elastic properties of portland cement concrete using seismic techniques.” Transportation Research Record. 1355 Transportation Research Board Washington D.C. 67–74.

2. Boone S. D. (2005). “Dynamic properties of a mass concrete fill.” MS thesis The Univ. of Tennessee Knoxville Tenn.

3. Determining the minimum crack width that can be detected using the impact-echo method Part 2. Numerical fracture analyses

4. Non-destructive testing of high strength concrete using spectral analysis of surface waves

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