Comparison of Laboratory Resilient Modulus with Back-Calculated Elastic Moduli from Large-Scale Model Experiments and FWD Tests on Granular Materials

ASTM Special Technical Publication

Volumn , Issue 1437, 2002, Pages 191-208

  Tanyu, B F ^a   Kim, W H ^a   Edil, T B ^a   Benson, C H ^a  

^a University of Wisconsin Madison   (United States)

Author keywords

Bottom ash; Elastic modulus; Falling weight deflectometer test; Foundry slag; Gravel; Industrial byproducts; Large scale model experiment; Prototype test; Resilient modulus

Indexed keywords

COMPUTER SOFTWARE; DATA REDUCTION; ELASTIC MODULI; EXTRAPOLATION; GRANULAR MATERIALS; INDUSTRIAL LABORATORIES; MATERIALS TESTING; STRAIN; STRESSES;

RESILIENT MODULUS;

PAVEMENTS;

EID: 0242496425     PISSN: 00660558     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (16)

1. Ali, N. A., and Khosla, N. P., 1987, quot;Determination of Layer Moduli Using a Falling Weight Deflectometer,quot; Transportation Research Record, 1117, Transportation Research Board, National Research Council, Washington, DC, pp. 1-10.
2. Bush, A. J. and Alexander, D. R., 1985, quot;Pavement Evaluation Using Deflection Basin Measurements and Layered Theory,quot; Transportation Research Record, 1022, Transportation Research Board, National Research Council, Washington DC, pp. 16-29.
3. Daleiden, J. F., Killingsworth, B. M., Simpson, A. K., and Zamora, R. A., 1994, quot;Analysis of Procedures for Establishing In Situ Subgrade Moduli,' Transportation Research Record, 1462, Transportation Research Board, National Research Council, Washington, DC, pp. 102-107.
4. Edil, T., Benson, C., Bin-Shafique, M., Tanyu, B., Kim, W., and Senol, A. (2002), Field Evaluation of Construction Alternatives for Roadway Over Soft Subgrade, Transportation Research Record, 1786, Transportation Research Board, National Research Council, Washington, DC, pp. 36-48.
5. Edil, T. B. and Luh, G. F., 1978, quot;Dynamic Modulus and Damping Relationships for Sands,quot; Proceedings of the Specialty Conference on Earthquake Engineering and Soil Dynamics, ASCE, Reston, VA, pp. 394-409.
6. Hardin, B. O. and Drnevich, V. P., 1972, quot;Shear Modulus and Damping in Soils: Design Equations and Curves,quot; Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 98, No. 7, pp. 667-692.
7. Houston, W., Mamlouck, M., and Perera, R., 1990, quot;Laboratory versus Nondestructive Testing for Pavement Design,quot; Journal of Transportation Engineering, ASCE, Vol. 118, No. 2, pp. 207-222.
8. Huang, Y. H., 1993, Pavement Analysis and Design, Prentice Hall, Inc., Englewood Cliffs, New Jersey.
9. Kim, D. S., and Stokoe II, K. H., 1992, quot;Characterization of Resilient Modulus of Compacted Subgrade Soils Using Resonant Column and Torsional Shear Tests,quot; Transportation Research Record, 1369, Transportation Research Board, National Research Council, Washington, DC, pp. 83-91.
10. Negussey, D. and Jahanandish, M. 1993, quot;Comparison of Some Engineering Properties of Expanded Polystyrene with Those of Soils,quot; Transportation Research Record, 1418, National Research Council, Washington, DC, pp. 43-50.
11. Newcomb, D. E., 1986, Development and Evaluation of Regression Methods to Interpret Dynamic Pavement Deflections, Ph.D. Dissertation, Department of Civil Engineering, University of Washington, Seattle, Washington, USA.
12. Seed, H. B. and Idriss, I. M., 1970, quot;Soil Moduli and Damping Factors for Dynamic Response Analyses,quot; Report No. EERC 70-10, University of California, Earthquake Engineering Research Center, Berkeley, CA, USA.
13. Seed, H. B., Wong, R. T., Idriss, I. M. and Tokimatsu, K., 1986, quot;Moduli and Damping Factors for Dynamic Analyses of Cohesive Soils,quot; Journal of Geotechnical Engineering, ASCE, Vol. 112, No. 11, pp. 1016-1032.
14. Texas Transportation Institute, 1991, MODULUS 4.0, User's Manual, Texas Transportation Institute, Texas A&M University, College Station, TX, USA.
15. Uzan, J., Scullion, T., Michalak, C. H., Paredes, M., Lytton, R. L., 1988, quot;A Microcomputer Based Procedure for Backcalculating Layer Moduli from FWD Data,quot; Research Report No. 1123-1, Texas Transportation Institution, College Station, Texas, USA.
16. Zou, Y., Small, J. C. and Leo, C. J., 2000, quot;Behavior of EPS Geofoam as Flexible Pavement Subgrade Material in Model Tests,quot; Geosynthetics International, Vol. 7, pp. 1-22.