Determination of elastic and plastic subgrade soil parameters for asphalt cracking and rutting prediction

Transportation Research Record

Volumn , Issue 1540, 1996, Pages 97-104

  Behzadi, G ^a   Yandell, W O ^a  

^a UNIVERSITY OF NEW SOUTH WALES   (Australia)

Author keywords

[No Author keywords available]

Indexed keywords

ACCELERATED LOADING; CONSTITUTIVE MODEL; MOISTURE CONTENT; RUTTING; SUBGRADE SOIL;

CLAY; CRACK INITIATION; DEFORMATION; DENSITY (SPECIFIC GRAVITY); ELASTICITY; ESTIMATION; LOADS (FORCES); MATHEMATICAL MODELS; MECHANICAL TESTING; PLASTICITY; STRAIN; STRESSES;

ASPHALT PAVEMENTS;

EID: 0030290465     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/1540-14     Document Type: Article

References (14)

1. Barksdale, R. D. Repeated Load Test Evaluation of Base Course Materials. Georgia Highway Department Research Project 7002. Georgia Institute of Technology, Atlanta, 1972.
2. Pumphrey, N. D., and R. W. Lentz. Deformation Analysis of Florida Highway Subgrade Sand Subjected to Repeated Load Triaxial Tests. In Transportation Research Record 1089, TRB, National Research Council, Washington, D.C., 1986, pp. 49-56.
3. Diylajee, V. A., and G. P. Raymond. Repetitive Load Deformation of Cohesionless Soil. Journal of the Geotechnical Engineering Division, ASCE, Vol. 108, No. 10, 1982, pp. 1215-1229.
4. Vuong, B., and P. Armstrong. Repeated Load Triaxial Testing on the Subgrades from Mulgrave ALF Site. WD RI91/023. Australian Road Research Board, 1991.
5. Kenis, W. Prediction Design Procedures - A Design Method for Flexible Pavements Using the VESYS Structural Subsystem. Proc., 4th International Conference on Structural Design of Asphalt Pavements, Ann Arbor, Mich., 1977, pp. 101-133.
6. Tseng, K. H., and R. L. Lytton. Prediction of Permanent Deformation in Flexible Pavement Materials. Presented at ASTM Symposium on Implication of Aggregates in the Design, Construction and Performance of Flexible Pavements, New Orleans, La., 1986.
7. Yapa, K. A. S. A Simplified Mechanistic Rut Depth Prediction Procedure for Low Volume Roads. Master's thesis, Texas A&M University, College Station, 1988.
8. Lotfi, H. A. Development of Rational Compaction Specification for Cohesive Soils. Ph.D. dissertation. University of Maryland, College Park, 1984.
9. Lentz, R. W. Permanent Deformation of Cohesionless Subgrade Material under Cyclic Loading. Ph.D. dissertation. Michigan State University, East Lansing, 1979.
10. Thompson, M. R., and Q. Robnett. Resilient Properties of Subgrade Soils. Transportation Engineering Journal, ASCE, TE1, 1979, pp. 71-89.
11. Mossazadeh, J., and M. W. Witczak. Prediction of Subgrade Moduli for Soil that Exhibits Nonlinear Behavior. In Transportation Research Record 810, TRB, National Research Council, Washington, D.C., 1981, pp. 9-17.
12. Li, D., and E. T. Selig. Resilient Modulus for Fine-Grained Subgrade Soils. Journal of Geotechnical Engineering, ASCE, Vol. 120, No. 6, 1994, pp. 939-957.
13. Shackel, B. The Compaction of Uniform, Replicate Soil Specimens. Australian Road Research Board, Vol. 4, No. 5., 1970.
14. Yandell, W. O. The Effect of Repeated Loading on Road Making Materials. Ph.D. dissertation. University of New South Wales, Australia, 1966.