The simple method of dynamic visco-elastic analysis of road structure. on rheological foundation

• Autorzy: Karaś S. , Sawecka M.
• Języki publikacji: EN

Abstrakty

EN

In contrast to computationally advanced methods of road pavement dynamic analysis, the one-dimensional, simple method is derived on the basis of visco-elastic simple beam lying on generalized Winkler visco-elastic foundation. By virtue of least square method the visco-elastic constants could be estimated with technically admissible accuracy. The introduced method is useful enough to predict any pavement deformation process in the range of linear visco-elasticity.

Słowa kluczowe

EN

road pavement; viscoelasticity; rheology

• Wydawca: Wydawnictwo Politechniki Lubelskiej
• Czasopismo: Budownictwo i Architektura
• Rocznik: 2009
• Tom: vol. 4, nr 1
• Strony: 73--83
• Opis fizyczny: Bibliogr. 20 poz., rys.

Twórcy

autor

Karaś S.

autor

Sawecka M.

• Politechnika Lubelska, Wydział Budownictwa i Architektury, ul. Nadbystrzycka 40, 20-618 Lublin,

Bibliografia

• [1] Nilsson RN, Oost I, Hopman PC., Visco-elastic analysis of full scale pavements: validation of VEROAD, Transportation research record, 1539, TRB. Washington, DC: National Research Council; 1996 p. 81–87.
• [2] Hopman P., Nilsson R., Pronk A., Theory, validation and application of the visco-elastic multilayer program VEROAD, ICAP, Seattle, USA 1997.
• [3] Burmister DM., The theory of stresses and displacements in layered systems and applications to the design of airport runways, Proceedings of Highways Research Board; 23: 127–48, 1943.
• [4] Burmister DM., The general theory of stresses and displacements in layered soil systems, Journal of Applied Physics; 16: 89–94, 126-127; 296-302, 1945.
• [5] Sivaneswaran N, Kramer SL, Mahoney JP., Advanced backcalculation using a nonlinear least squares optimization technique, Transportation research record, 1293, TRB. Washington, DC: National Research, Council; 1991 p. 93–102.
• [6] Chatti K, Kim T., Effect of frequency-dependent asphalt concrete Layer moduli on pavement response, In: Tayabji SD, Lukanen EO, editors, NDT of pavements and backcalculation of moduli, 3. Special technical publication, STP 1375. Pennsylvania: ASTM Publication; 2000. p. 365–82.
• [7] Briggs RC, Lukanen EO., Variations in backcalculated pavement layer moduli in LTTP seasonal monitoring sites. In: Tayabji SD, Lukanen EO, editors, NDT of pavements and backcalculation of moduli, 3. Special technical publication, STP 1375. Pennsylvania: ASTM Publication; 2000. p. 113–28.
• [8] Zhou H., Comparison of backcalculated and laboratory measured moduli on AC and granular base layer materials, In, Tayabji SD, Lukanen EO, editors, NDT of pavements and backcalculation of moduli, 3. Special technical publication, STP 1375, vol. 3–37. Pennsylvania: ASTM Publication; 2000. p. 161–72.
• [9] Fleming PR., Small-scale dynamic devices for the measurement of elastic stiffness modulus on pavement foundations, In: Tayabji SD, Lukanen EO, editors, Nondestructive testing of pavements and backcalculation of moduli, 3. Special technical publication, STP 1375. Pennsylvania: ASTM Publication; 2000. p. 41–58.
• [10] Reddy MA, Reddy KS, Pandey BB., Backcalculation of pavement moduli using genetic algorithms, J Highw Res Board 2002; 66:1–10.
• [11] Liang R, Zeng S., Efficient dynamic analysis of multilayered system during falling weight deflectometer experiments, J Transp Eng ASCE 2002; 128(4): 366–74.
• [12] Dong QX, Hachiya Y, Takahashi O, Tsubokawa Y, Matsui K., An efficient backcalculation algorithm of time domain for large-scale pavement structures using Ritz vectors, Finite Elem Anal Des 2002; 38: 1131–50.
• [13] Terzi S, Saltan M, Yildirim T., Optimization of deflection basin by genetic algorithm and neural network approach, International Conference on Neural Networks, ICANN/ ICONIP 2003, LNCS 2714, 2003: 662–669.
• [14] Reddy MA, Reddy KS, Pandey BB., Selection of genetic algorithm parameters for backcalculation of pavement moduli, Int J Pavement Eng 2004; 5(2): 81–90.
• [15] Firlej S., Inaccuracy in back-calculating the E-moduli of road pavements, in edited by J.J. Luchko Fracture Mechanics and Physics of Construction Materials and Structures, 575-584, Collection of Scientific Works, 6, Lviv, 2005.
• [16] Sousa JB, Weissman SL, Sackman JL, Monismith CL., Nonlinear elastic viscous with damage model to predict permanent deformation of asphalt concrete mixes, Transportation research record, 1136, TRB. Washington, DC: National Research Council; 1993 p. 57–68.
• [17] Stubbs N, Torpunuri VS, Lytton RL, Magnuson AH., A methodology to identify material properties in pavements modeled as layered viscoelastic half-spaces, In: Von Quintus HL, Bush AJ, Baladi GY, editors, NDT of pavements and backcalculation of moduli, 2. Special technical publication, STP 1198. Pennsylvania: ASTM Publication; 1994. p. 159–69.
• [18] Jemioło S., Al-Garassi A.N.A., Generalized Boussinesq’s problem for linear viscoelasticity materials, in edited by W. Szcześniak Theoretical Foundations of Civil Engineering, Polish-Ukrainian-Lithuanian Transactions, Warsaw-Vilnius, 97-104, ISBN 5-7763- 8880-5, 2006.
• [19] Szcześniak W., A Dynamic Problem of Elastic Beam on Maxwell’s Foundation, Scientific Works of Warsaw University of Technology, z. 108, 1989.
• [20] Lytton, R L; Uzan, J ; Fernando, E G; Roque, R ; Hiltunen, D ; Stoffels, S M, Devepopment and Validation of Performance Prediction Models and Specifications for Asphalt Binders and Paving Mixes, Strategic Highway Research Program, National Research Council, Washington, DC 1993.