Determination of soft subgrade modulus for airport pavement rehabilitation via backcalculation of falling weight deflectometer data

Geotechnical Special Publication

Volumn , Issue 98, 2000, Pages 1-16

  Mooney, Michael A ^a   Bong, William ^b   Miller, Gerald A ^a  

^a UNIVERSITY OF OKLAHOMA   (United States)

^b Terracon Inc   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

AIRPORTS; COMPUTER SIMULATION; DEFLECTION (STRUCTURES); SOIL TESTING;

AIRPORT PAVEMENTS; BACKCALCULATION; FALLING WEIGHT DEFLECTOMETERS; SOFTWARE PACKAGE MODULUS;

PAVEMENTS;

EID: 0033725434     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (16)

1. ASTM (1997), Annual Book of Standards, American Society for Testing and Materials, Section 4, Construction, Vol. 4.08, West Conshohocken, PA.
2. Baguelin, F., Jezequel, J.F. and Shields, D.H. (1978), The Pressuremeter and Foundation Engineering, Trans Tech Publications, Clausthal, Germany, 617 p.
3. th Ed., McGraw-Hill Inc.
4. Briaud, J.-L. and Shields, D.H. (1981), "Use of the Pressuremeter Test to Predict Modulus and Strength of Pavement Layers," Layered Pavement Systems, TRR 810, Transportation Research Board, National Research Council, Washington, D.C., pp.33-42.
5. Bush, A.J. and Alexander, D.R. (1985) "Pavement Evaluation Using Deflection Basin Measurements and Layered Theory," Transportation Research Record 1022, Transportation Research Board, Washington D.C., pp. 16-29.
6. Chou, Y. (1989) Development of an Expert System for Nondestructive Pavement Structural Evaluations. Ph.D. Dissertation, Texas A&M Univ., College Station, TX.
7. Cosentino, P.J. and Briaud, J.-L. (1989), "FWD Backcalculated Moduli Compared with Pavement Pressuremeter Moduli and Cyclic Triaxial Moduli," Nondestructive Testing of Pavements and Backcalculation of Moduli, ASTM STP 1026, American Society for Testing and Materials, Philadelphia, pp. 323-340.
8. Davies, T.G. and Mamlouk, M.S. (1985) "Theoretical Response of Multilayer Pavement Systems to Dynamic Nondestructive Testing," Transportation Research Record 1022, TRB, National Research Council, Washington, D.C., pp. 1-7.
9. Huang, Y.H. (1992) Pavement Analysis and Design, Prentice-Hall, Englewood Cliffs, NJ.
10. Roesset, J.M., Stokoe, K.H. II, and Seng, C.H. (1995) "Determination of Depth to Bedrock from Falling Weight Deflectometer Test Data," Transportation Research Record 1504, TRB, National Research Council, Washington, D.C., pp. 68-78.
11. Rohde, G.T. and Scullion, T. (1990) "MODULUS 4.0: Expansion and Validation of the MODULUS Backcalculation System," Research Report 1123-3, Texas Transportation Institute, College Station, Texas.
12. Sebaaly, B.E., Mamlouk, M.S., and Davies, T.G. (1986) "Dynamic Analysis of Falling Weight Deflectometer Data, Transportation Research Record 1070, TRB, National Research Council, Washington D.C., pp. 63-68.
13. Seng, C.R., Stokoe, K.H. II, and Roesset, J.M. (1993) Effect of Depth to Bedrock on the Accuracy of Backcalculated Moduli Obtained with Dynaflect and FWD Tests. Research Report 1175-5. Center for Transportation Research, University of Texas at Austin, Austin, TX.
14. th Int. Conf. On the Bearing Capacity of Roads and Airfields, Rasmus S. Nordal, Geir Refsdal, Eds., Norwegian University of Science and Technology, Trondheim, Norway.
15. Von Quintus, H.L. and Killingsworth, B.M. (1998) "Comparison of Laboratory and In Situ Determined Elastic Layer Moduli," Annual Meeting of the Transportation Research Board, Washington, D.C.
16. Zaghloul, S.M., White, T.D., Drnevich, V.P. and Coree, B., (1994) "Dynamic Analysis of FWD Loading and Pavement Response Using a Three-Dimensional Dynamic Finite Element Program," Nondestructive Testing of Pavements and Backcalculation of Moduli, Vol. II, ASTM STP 1198, Harold L. Von Quintas, Albert J. Bush III, and Gilbert Y. Baladi, Eds., American Society for Testing and Materials, Philadelphia.