Influence of Source and Receiver Geometry on the Testing of Pavements by the Surface Waves Method

ASTM Special Technical Publication

Volumn STP 1026, Issue , 1989, Pages 138-154

  Hiltunen, Dennis R ^a   Woods, Richard D ^b  

^a PENNSYLVANIA STATE UNIVERSITY   (United States)

^b UNIVERSITY OF MICHIGAN   (United States)

Author keywords

Dispersion curve; Elastic modulus; Inversion; Nondestructive testing; Rayleigh wave; Shear wave; Spectral analysis

Indexed keywords

ELASTIC MODULI; GEOMETRY; SHEAR FLOW; SHEAR STRAIN; SHEAR WAVES; SPECTRUM ANALYSIS; SURFACE WAVES; TRANSDUCERS;

COMMON SOURCE; DISPERSION CURVES; INVERSION; PAVEMENT SYSTEMS; SIGNIFICANT VARIABLES; SOURCE GEOMETRY; SPECTRAL ANALYSIS OF SURFACE WAVES; TEST RIGS; TESTING PROCEDURE; WAVE METHOD;

NONDESTRUCTIVE EXAMINATION;

EID: 85166361482     PISSN: 00660558     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1520/STP19804S     Document Type: Conference Paper

References (12)

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2. Mamlouk, M. S., "Use of Dynamic Analysis in Predicting Field Multilayer Pavement Moduli," Research Record No. 1043,Transportation Research Board, Washington, DC, 1985,pp. 113-119.
3. Roesset, J. M. and Shao, K., "Dynamic Interpretation of Dynaflect and Falling Weight Deflectometer Tests," Research Record No. 1022, Transportation Research Board, Washington, DC, 1985, pp. 7-16.
4. Hiltunen, D. R., "Experimental Evaluation of Variables Affecting the Testing of Pavements by the Spectral-Analysis-of-Surface-WavesMethod," Ph.D. dissertation, The University of Michigan, Ann Arbor, 1988.
5. Drnevich, V. P., Kim, S.-I., Alexander, D. R., and Kohn, S., "Spectral Analysis of Surface Waves in Pavement Systems with Random Noise Excitation," Expanded Abstracts with Biographies, 55th Annual International Society of Exploration Geophysicists Meeting, Washington, DC, October 6-10, 1985, pp. 143-145.
6. Heisey, J. S., Stokoe, K. H. II, Hudson, W. R., and Meyer, A. H., "Determination of In Situ Shear Wave Velocities from Spectral Analysis of Surface Waves," Research Report No. 256-2, Center for Transportation Research, The University of Texas at Austin, December 1982.
7. Heisey, J. S., Stokoe, K. H. II, and Meyer, A. H., "Moduli of Pavement Systems From Spectral Analysis of Surface Waves," Research Record No. 852, Transportation Research Board, Washington, DC, 1982, pp. 22-31.
8. Nazarian, S., "In Situ Determination of Elastic Moduli of Soil Deposits and Pavement Systems by Spectral-Analysis-of-Surface-WavesMethod," Ph.D. dissertation, The University of Texas at Austin, 1984.
9. Nazarian, S. and Stokoe, K. H. II, "Evaluation of Moduli and Thicknesses of Pavement Systems by Spectral-Analysis-of-Surface-WavesMethod," Research Report No. 256-4, Center for Transportation Research, The University of Texas at Austin, December, 1983.
10. Nazarian, S. and Stokoe, K. H. II, "Nondestructive Testing of Pavements Using Surface Waves," Research Record No. 993, Transportation Research Board, Washington, DC, 1984, pp. 67-79.
11. Nazarian, S. and Stokoe, K. H. II, "Use of Surface Waves in Pavement Evaluation," Research Record No. 1070, Transportation Research Board, Washington, DC, 1986, pp. 132-144.
12. Nazarian, S., Stokoe, K. H. II, and Hudson, W. R., "Use of Spectral Analysis of Surface Waves Method for Determination of Moduli and Thicknesses of Pavement Systems," Research Record No. 930, Transportation Research Board, Washington, DC, 1983, pp. 38-45.