Dynamic Linear Back Calculation of Pavement Material Parameters-Reference-Cited by-同舟云学术

Dynamic Linear Back Calculation of Pavement Material Parameters

Published:1994-01 Issue:1 Volume:120 Page:109-126
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Uzan Jacob¹

Affiliation:

1. Assoc. Prof. of Civ. Engrg., TECHNION, Israel Inst. of Technology, Haifa, Israel, 32000

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-947X%281994%29120%3A1%28109%29

Reference10 articles.

1. Chang D. W. Kang Y. V. Roesset J. M. and Stokoe K. H. (1991). “Effect of depth of bedrock on deflection basins obtained with dynaflect and FWD tests.” Transp. Res. Record 1355 Transp. Res. Board Washington D.C. 8–17.

2. Davies T. G. and Mamlouk M. S. (1985). “Theoretical response of multilayer pavement system to dynamic non‐destructive testing.” Transp. Res. Record 1022 Transp. Res. Board Washington D.C. 1–7.

3. Lytton R. L. (1989). “Back calculation of pavement layer properties.” 1st Int. Symp. on nondestructive testing of pavements and back calculation of moduli ASTM Philadelphia Pa. 7–38.

4. Magnuson A. H. (1988a). “Computer analysis of falling weight deflectometer data part I: vertical displacement computations on the surface of a uniform (one‐layer) half‐space due to an oscillating surface pressure distribution.” Res. report 1215‐1F Texas Transp. Inst. Texas A&M Univ. College Station Tex.

5. Magnuson A. H. (1988b). “Dynamic analysis of falling‐weight deflectometer data.” Report no. TX‐89/1175‐1 Texas Transp. Inst. Texas A&M Univ. System College Station Tex.

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