Harmonized resilient modulus test method for unbound pavement materials

Transportation Research Record

Volumn , Issue 1874, 2004, Pages 29-37

  Andrei, Dragos ^a   Witczak, Matthew W ^b   Schwartz, Charles W ^c   Uzan, Jacob ^d  

^a Fugro Geoteam Limited   (United States)

^b Arizona State University   (United States)

^c UNIVERSITY OF MARYLAND   (United States)

^d TECHNION ISRAEL INSTITUTE OF TECHNOLOGY   (Israel)

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTER SIMULATION; DATA ACQUISITION; MATHEMATICAL MODELS; PARTICLE SIZE ANALYSIS; PLASTICITY; STIFFNESS;

HARMONIZED PROTOCOLS; RATIONAL STRESS SEQUENCES; REHABILITATED PAVEMENT STRUCTURES; UNBOUND PAVEMENT MATERIALS;

PAVEMENTS;

EID: 14644426040     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/1874-04     Document Type: Conference Paper

References (13)

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3. Andrei, D. Development of a Harmonized Test Protocol for the Resilient Modulus of Unbound Materials Used in Pavement Design. M.S. thesis. Department of Civil and Environmental Engineering, University of Maryland, College Park, 1999.
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10. Santha, B. L. Resilient Modulus of Subgrade Soils: Comparison of Two Constitutive Equations. In Transportation Research Record 1462, TRB, National Research Council, Washington, D.C., 1994, pp. 79-90.
11. Lytton, R. L., J. Uzan, E. G. Fernando, R. Roque, D. Hiltunen, and S. M. Stoffels. Development and Validation of Performance Prediction Models and Specifications for Asphalt Binders and Paving Mixes. Report SHRP A-357, Strategic Highway Research Program, National Research Council, Washington, D.C., 1993.
12. Project 1-37A, FY 1997. Development of the 2002 Guide for the Design of New and Rehabilitated Pavement Structures: Phase II. TRB, National Research Council, Washington, D.C. www4.trb.org/trb/crp.nsf/ All+Projects/NCHRP+1-37A. Accessed July 2004.
13. Schwartz, C. W. Implementation of a Nonlinear Resilient Constitutive Model for Unbound Pavement Materials. 10th International Conference on Computer Methods and Advances in Geomechanics, Tucson, Ariz., Jan. 2001, pp. 1,385-1,390.