Correlation of resilient and seismic modulus test results

Journal of Materials in Civil Engineering

Volumn 19, Issue 12, 2007, Pages 1026-1032

  Williams, R R ^a   Nazarian, S ^b  

^a Fugro Geoteam Limited   (United States)

^b University of Texas at El Paso   (United States)

Author keywords

Correlation; Elasticity; Pavement design; Quality control; Seismic tests

Indexed keywords

ELASTICITY TESTING; QUALITY CONTROL; STRAIN;

IN SITU SEISMIC METHOD; PAVEMENT DESIGN; RESILIENT MODULUS TEST; SEISMIC MODULUS TEST;

PAVEMENTS;

CORRELATION; ELASTIC MODULUS; PAVEMENT; QUALITY CONTROL; SEISMIC METHOD; STRAIN; SUBGRADE;

EID: 36448992616     PISSN: 08991561     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0899-1561(2007)19:12(1026)     Document Type: Article

References (15)

1. Anderson, D. G. (1974). "Dynamic modulus of cohesive soils." Ph.D. dissertation, Univ. of Michigan, Ann Arbor, Mich.
2. Barksdale, R. D., Alba, J., Khosla, P. N., Kim, R., Lambe, P. C., and Rahman, M. S. (1997). "Laboratory determination of resilient modulus for flexible pavement design." NCHRP Web Document 14, Federal Highway Administration, Washington, D.C.Barksdale, R. D., Alba, J., Khosla, P. N., Kim, R., Lambe, P. C., and Rahman, M. S. (1997). "Laboratory determination of resilient modulus for flexible pavement design." NCHRP Web Document 14, Federal Highway Administration, Washington, D.C.
3. Boudreau, R. L. (2003). "Repeatability of resilient modulus test procedure." ASTM STP 1437, ASTM, West Conshohocken, Pa., 30-40.Boudreau, R. L. (2003). "Repeatability of resilient modulus test procedure." ASTM STP 1437, ASTM, West Conshohocken, Pa., 30-40.
4. Daleiden, J. F., Killingsworth, B. M., Simpson, A. L., and Zamora, R. A. (1994). "Analysis of procedures for establishing in situ subgrade moduli." Transportation Research Record. 1462, Transportation Research Board, Washington, D.C., 102-107.
5. Horhota, D. J. (1996). "Evaluation of SASW test method for Florida Department of Transportation applications." Ph.D. thesis, Univ. of Florida, Gainesville, Fla.
6. Ishibashi, I., and Zhang, X. (1993). "Unified dynamic shear moduli and damping ratios of sand and clay." Soils Found. SOIFBE0038-0806, 33(1), 182-191.
7. Kramer, S. L. (1996). Geotechnical earthquake engineering, Prentice-Hall, Upper Saddle River, N.J.
8. Nazarian, S., Yuan, D., and Arellano, M. (2002). "Quality management of base and subgrade materials with seismic methods." Transportation Research Record. 1786, Transportation Research Board, Washington, D.C., 3-10.
9. Nazarian, S., Yuan, D., and Tandon, V. (1999). "Structural field testing of flexible pavement layers with seismic methods for quality control." Transportation Research Record. 1654, Transportation Research Board, Washington, D.C., 50-60.
10. Nazarian, S., Yuan, D., and Williams, R. R. (2003). "A simple method for determining modulus of base and subgrade materials." ASTM STP 1437, ASTM, West Conshohocken, Pa., 152-164.Nazarian, S., Yuan, D., and Williams, R. R. (2003). "A simple method for determining modulus of base and subgrade materials." ASTM STP 1437, ASTM, West Conshohocken, Pa., 152-164.
11. Ramberg, W., and Osgood, W. R. (1943). "Description of stress-strain curves by the three parameters." Technical Note No. 902, National Advisory Committee for Aeronautics, Washington, D.C.Ramberg, W., and Osgood, W. R. (1943). "Description of stress-strain curves by the three parameters." Technical Note No. 902, National Advisory Committee for Aeronautics, Washington, D.C.
12. Richart, F. E., Jr., Woods, R. D., and Hall, Jr., J. R. (1970). Vibrations of soils and foundations, Prentice-Hall, Englewood Cliffs, N.J.
13. Richter, C. A., and Schwartz, C. W. (2003). "Modeling stress- and moisture-induced variations in pavement layer moduli." Transportation Research Record. 1860, Transportation Research Board, Washington, D.C., 33-40.
14. Rodhe, G. T., and Scullion, T. (1990). "MODULUS 4.0: Expansion and validation of the MODULUS backcalculation system." Research Rep. No. 1123-3, Texas Transportation Institute, Texas A&M Univ., College Station, Tex.
15. Von Quintus, H., and Killingsworth, B. (1998). "Analysis relating to pavement material characterizations and their effects on pavement performance." Rep. No. FHWA-RD-97-085, Federal Highway Administration, Washington, D.C.