Seismic pavement analyzer vs. falling weight deflectometer for pavement evaluation: Comparative study

ASTM Special Technical Publication

Volumn , Issue 1375, 1999, Pages 327-345

  Tawfiq, Kamal ^a   Armaghani, Jamshid ^b   Sobanjo, John ^a  

^a FAMU FSU COLLEGE OF ENGINEERING   (United States)

^b FLORIDA DEPARTMENT OF TRANSPORTATION   (United States)

Author keywords

Extreme value theory; Nondestructive testing; Pavement deflection; Pavement evaluation; Random vibration; Seismic testing

Indexed keywords

EID: 0039523535     PISSN: 00660558     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Article

References (25)

1. Al-Sanad, H., Aggour, M. S., 1984, "Dynamic Soil Properties from Sinusoidal and Random Vibration," Proceedings Eight World Conference on Earthquake Engineering, San Francisco, California, pp. 15-22.
2. Amini, F., Tawfiq, K., and Aggour, M.S., August 1988, "Soil Behavior Under Random Excitation Conditions." Journal of the Geotechnical Engineering Division, ASCE.
3. Bendat, J. S. and Piersol, A. G., 1980, Engineering Applications of Correlation and Spectral Analysis, John Wiley and Sons, New York.
4. Bendat, J. S. and Piersol, A. G., 1971, Random Data: Analysis and Measurements Procedures, John Wiley and Sons, New York.
5. Chen, J. H, 1982, "A Probabilistic Approach to Seismic Soil Structure Interaction Analysis," Ph.D. Dissertation, University of California, Berkeley.
6. Crandall, S. H., December 1970b, "First-Crossing Probabilities of the Linear Oscillator," Journal of Sound and Vibration, pp. 285-300.
7. Davenport, A. G., 1964, "Note on the Distribution of the Largest Value of a Random Function with Application to Gust Loading," Proceedings of the Institute of Civil Engineering, No. 28, pp. 187-196.
8. Der Kiureghian, A., 1980, "Structural Response to Stationary Excitation," Journal of Engineering Mechanics Division , ASCE, Vol. 106, No. EM6, pp. 1195-1213.
9. Ewins, D. J., 1984, Modal Testing: Theory and Practice, John Wiley and Sons, New York.
10. Graves, C. R. and Drnevich, V. P., 1991, "Calculating Pavement Deflections with Velocity Transducers," Transportation Research Record 1293, Transportation Research Board, National Research Council, Washington, D.C.
11. Gucunski, N. and Woods, R. D., 1992, "Numerical Simulation of the SASW Test," Soil Dynamics and Earthquake Engineering, Vol. M11, pp. 213-227.
12. Haskell, N. A., 1953, "The Dispersion of Surface Waves on Multi-Layered Media," Bulletin of Seismological Society of America, Vol. 43, pp. 17-34.
13. Hossain M. M. and Drnevich, V. P., 1989, "Numerical and Optimization Techniques Applied to Surface Wave for Backcalculation of Layer Moduli," Nondestructive Testing of Pavements and Backcalculation of Moduli. ASTM STP 1026, A. J. Bush III and G. Y. Baladi. Eds., pp. 649-669.
14. Hudson, D. E, 1979, Reading and Interpreting Strong Motion Accelerograms, Earthquake Engineering Research Institute, Berkeley, 112 pp.
15. Kausel, E. and Roesset, J. M., 1981, "Stiffness Matrices for Layered Soils," Bulletin of Seismological Society of America, 71 (6), pp. 1743-1761.
16. Nazarian, S. and Desai, M., 1993, "Automated Surface Wave Testing: Field Testing," Journal of Geotechnical Engineering, ACSE, Vol. 119, No. 7, pp. 1094-111.
17. Nazarian, S., 1984 "In-Situ Determination of Elastic Moduli of Soil Deposits and Pavement Systems by Spectral-Analysis of Surface Waves Method," Ph.D. Dissertation, Civil Engineering Department, University of Texas at Austin.
18. Newland, D. E., 1984, An Introduction to Random Vibrations and Spectral Analysis, Second Edition, Longman Inc., New York.
19. Seed, H. B. and Idris, J. H., 1970, "Soil Moduli and Damping Factors for Dynamic Response Analysis," EERC, College of Engineering, University of California, Berkeley, Report No. EERC 70-10.
20. Stokoe, K. H., Wright, S. G., Bay, J. A., and Roesset, J. M., 1994, "Characteristics of Geotechnical Sites by SASW Method," Geotechnical Characterization of Site, Special Volume of International Society of Soil Mechanics and Foundation Engineering TC 10, New Delhi.
21. Thomson, W. T., 1950, "Transmission of Elastic Waves Through a Stratified Soil Media," Massachusetts Institute of Technology, Research Report R 81-2, Department of Civil Engineering, Cambridge, Massachusetts.
22. Tweneboah, K. B., Byron, E. R., and William, G. M., 1988, "Dynaflect Evaluation of Layer Moduli in Florida's Flexible Pavement Systems," Transportation Research Record No. 1196, Washington D.C., pp. 96-107.
23. Vanmarcke, E. H., 1983, Random Fields, The MIT Press, Cambridge, Massachusetts.
24. Vanmarcke, E. H., 1975, "On the Distribution of the First-Passage Time for Normal Stationary Random Processes," Journal of Applied Mechanics, pp. 215-220.
25. Wolf, J. P., 1985, Dynamic Soil-Structure Interaction, Prentice-Hall, Inc., Englewood Cliffs, New Jersey.