Correlation of Resilient and Seismic Modulus Test Results
Author:
Affiliation:
1. Graduate Engineer, Fugro Consultants, Inc., 8613 Cross Park Dr., Austin, TX 78754.
2. Director, Center for Transportation Infrastructure Systems, Univ. of Texas at El Paso, El Paso, TX 79968 (corresponding author).
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290899-1561%282007%2919%3A12%281026%29
Reference15 articles.
1. Anderson D. G. (1974). “Dynamic modulus of cohesive soils.” Ph.D. dissertation Univ. of Michigan Ann Arbor Mich.
2. Barksdale R. D. Alba J. Khosla P. N. Kim R. Lambe P. C. and Rahman M. S. (1997). “Laboratory determination of resilient modulus for flexible pavement design.” NCHRP Web Document 14 Federal Highway Administration Washington D.C.
3. Boudreau R. L. (2003). “Repeatability of resilient modulus test procedure.” ASTM STP 1437 ASTM West Conshohocken Pa. 30–40.
4. Daleiden J. F. Killingsworth B. M. Simpson A. L. and Zamora R. A. (1994). “Analysis of procedures for establishing in situ subgrade moduli.” Transportation Research Record. 1462 Transportation Research Board Washington D.C. 102–107.
5. Horhota D. J. (1996). “Evaluation of SASW test method for Florida Department of Transportation applications.” Ph.D. thesis Univ. of Florida Gainesville Fla.
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