Numerical Simulation of Rolling Dynamic Deflectometer Tests-Reference-Cited by-同舟云学术

Numerical Simulation of Rolling Dynamic Deflectometer Tests

Published:1999-03 Issue:2 Volume:125 Page:85-92
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Kim Seong-Min¹²³⁴⁵,Roesset Jose M.¹²³⁴⁵,Stokoe II Kenneth H.¹²³⁴⁵

Affiliation:

1. Fellow, ASCE,

2. Member, ASCE

3. Res. Assoc., Ctr. for Transp. Res., Univ. of Texas at Austin, 3208 Red River, Ste. 200, Austin, TX 78712.

4. Dir., Offshore Technol. Res. Ctr., 1200 Mariner Dr., Room 202, Texas A&M Univ., College Station, TX 77842.

5. Brunswick-Abernathy Regents Prof., Dept. of Civ. Engrg., Univ. of Texas at Austin, Austin, TX.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-947X%281999%29125%3A2%2885%29

Reference9 articles.

1. Bay J. A. and Stokoe II K. H. ( 1998). “Development of a rolling dynamic deflectometer for pavement testing.” Geotech. Engrg. Rep. No. GD98-1 Geotechnical Engineering Center University of Texas at Austin Austin Tex.

2. Bay J. A. Stokoe II K. H. and Hudson W. R. ( 1996). “Continuous highway pavement deflection measurements using a Rolling Dynamic Deflectometer.” Proc. of the Nondestructive Evaluation of Bridges and Hwys. Conf . International Society for Optical Engineering Scottsdale Ariz. 152–164.

3. Bay J. A. Stokoe II K. H. and Jackson J. D. ( 1995). “Development and preliminary investigation of a rolling dynamic deflectometer.” Transp. Res. Rec. Rep. No. 1473 Transportation Research Board Washington D.C. 43–54.

4. Chang D. W. Kang Y. V. Roesset J. M. and Stokoe II K. H. ( 1992). “Effect of depth to bedrock on deflection basins obtained with dynaflect and FWD tests.” Transp. Res. Rec. Rep. No. 1355 Transportation Research Board Washington D.C. 8–16.

5. Foinquinos R. ( 1993). “FWD-DYN: A computer program for forward analysis and inversion of the falling weight deflection data.” Rep. No. 1070-1F Center for Transportation Research University of Texas at Austin Austin Tex.

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