Gradation and moisture effects on resilient moduli of aggregate bases

Transportation Research Record

Volumn , Issue 1619, 1998, Pages 75-84

  Tian, Ping ^a   Zaman, Musharraf M ^a   Laguros, Joakim G ^a  

^a USA   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

MATHEMATICAL MODELS; MOISTURE; PAVEMENTS; REGRESSION ANALYSIS; STRUCTURAL DESIGN;

RESILIENT MODULI;

AGGREGATES;

EID: 0032153987     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/1619-09     Document Type: Article

References (12)

1. AASHTO Guide for Design of Pavement Structures. AASHTO, Washington, D.C., 1993.
2. Raad, L., G. H. Minassian, and S. Gartin. Characterization of Saturated Granular Bases Under Repeated Loads. In Transportation Research Record 1369, TRB, National Research Council, Washington, D.C., 1992, pp. 73-82.
3. Rada, C., and W. M. Witczak. Comprehensive Evaluation of Laboratory Resilient Moduli Results for Granular Material. In Transportation Research Record 810, TRB, National Research Council, Washington, D.C., 1981, pp. 23-33.
4. Zaman, M. M., D. H. Chen, and J. G. Laguros. Resilient Moduli of Granular Materials. Journal of Transportation Engineering, Vol. 120, No 6, 1994, pp 967-988.
5. Thompson, M. R., and K. L. Smith. Repeated Triaxial Characterization of Granular Bases. In Transportation Research Record 1278, TRB, National Research Council, Washington, D.C., 1990, pp. 7-17.
6. Mohammad, L. N., A. J. Puppala, and P. Alavilli. Influence of Testing Procedure and LVDT Location on Resilient Modulus of Soils. In Transportation Research Record 1462, TRB, National Research Council, Washington, D.C., 1994, pp. 91-101.
7. Chen, D. H., M. M. Zaman, and J. G. Laguros. Resilient Moduli of Aggregate Materials: Variability due to Testing Procedure and Aggregate Type. In Transportation Research Record 1462, TRB, National Research Council, Washington, D.C., 1994, pp. 57-64.
8. Rahman, M., C. Thomas, and M. M. Zaman. Field Evaluation of Drainable Bases in Oklahoma. ORA Report 125-4299, School of Civil Engineering and Environmental Science, The University of Oklahoma, Norman, 1996
9. Burczyk, J. M., K. K. Saibati, R. A. Sprecher, and M. J. Farrar. Factors Influencing Determination of a Subgrade Resilient Modulus Value. In Transportation Research Record 1462, Washington, D.C., 1994, pp. 72-78.
10. Elfino, M. K., and J. L. Davidson. Modeling Field Moisture in Resilient Moduli Testing. Special Technical Publication Resilient Moduli of Soils: Laboratory Conditions, ASCE, 1989.
11. Huang, Y. H. Pavement Analysis and Design. Prentice-Hall, Englewood Cliffs, N.J., 1993.
12. Oklahoma Department of Transportation. Standard Specifications for Highway Construction, Oklahoma City, 1996.