Geomechanical analysis of unbound pavements based on shakedown theory

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 126, Issue 1, 2000, Pages 50-59

  Collins, I F ^a,b   Boulbibane, M ^a  

^a UNIVERSITY OF AUCKLAND   (New Zealand)

^b ASCE   (New Zealand)

Author keywords

[No Author keywords available]

Indexed keywords

DYNAMIC RESPONSE; LOADING TEST; MECHANICAL PROPERTY; PAVEMENT;

EID: 0033509963     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2000)126:1(50)     Document Type: Article

References (46)

1. Anderson, and Collins, I. F. (1995). "Plane strain stress distributions in discrete and blended coated solids under normal and sliding contact." Wear, 185, 23-33.
2. Atkinson, J. H. (1981). Foundations and slopes. McGraw-Hill Book Co., U.K.
3. Bolton, M. D., and Lau, C. K. (1993). "Vertical bearing capacity factors for circular and strip footings on Mohr-Coulomb soil." Can. Geotech. J., Ottawa, 30, 1024-1033.
4. Bonaquist, R. M., and Witczak, M. W. (1997). "A comprehensive constitutive model for granular materials in flexible pavement structures." Proc., 8th Conf. on Asphaltic Pavements, Vol. 2, 783-802.
5. Boulbibane, M., and Collins, I. F. (1999). "Geotechnical models of failure in unbounded pavements." Proc., 8th Australia-New Zealand Conf. on Geomechanics, 733-738.
6. Boulbibane, M., and Weichert, D. (1997). "Application of shakedown theory to soils with nonassociated flow rules." Mech. Res. Communications, 24(5), 516-519.
7. Brett, J. F. (1987). "Stability and shakedown in pavement roughness change with age." Proc., New Zealand Roading Symp., Vol. 4, National Roads Board, Wellington, New Zealand, 695-704.
8. Brown, S. F. (1996). "Soil mechanics in pavement engineering." Géotechnique, London, 46(3), 383-426.
9. Burd, H. J., and Frydman, S. (1997). "Bearing capacity of plane-strain footing on layered soils." Can. Geotech. J., Ottawa, 34, 241-253.
10. Chen, W. F. (1975). Limit analysis and soil plasticity. Elsevier Science, Amsterdam.
11. Chowdhury, F., and Railings, R. A. (1994). "A survey of truck tyre pressures in Tasmania." Road and Transport Res., 3(3), 80-89.
12. Collins, I. F., and Boulbibane, M. (1997). "Pavements as structures subjected to repeated loadings." The mechanics of structures and materials, Grzebieter, Al-Mahaidi, and Wilson, eds., Balkema, Rotterdam, The Netherlands, 511-516.
13. Collins, I. F., and Boulbibane, M. (1998a). "The application of shakedown theory to pavement design." Metals and Mat., 4(4), 832-837.
14. Collins, I. F., and Boulbibane, M. (1998b). "Shakedown analysis and design of unbound pavements." Proc., Roading Geotechnics 98, The Institution of Professional Engineers, Auckland, New Zealand, 24, 59-64.
15. Collins, I. F., and Cliffe, P. F. (1987). "Shakedown in frictional materials under moving surface loads." Int. J. Numer. and Analytical Methods in Geomechanics, 11, 409-420.
16. Collins, I. F., Wang, A. P., and Saunders, L. R. (1993a). "Shakedown in layered pavements under moving surface loads." Int. J. Numer. and Analytical Methods in Geomechanics, 17, 165-174.
17. Collins, I. F., Wang, A. P., and Saunders, L. R. (1993b). "Shakedown theory and the design of unbound pavements." Road and Transport Res., 2, 29-38.
18. Collop, A. C., Cebon, D., and Hardy, A. S. (1995). "Viscoelastic approach to rutting in flexible pavements." J. Transp. Engrg., ASCE, 121(1), 82-93.
19. Drescher, A., and Detournay, E. (1993). "Limit load in translational failure mechanisms for associative and nonassociative materials." Géotechnique, London, 43(3), 443-456.
20. Fredlund, D. G., Morgenstern, N. R., and Widger, R. A. (1978). "The shear strength of unsaturated soils." Can. Geotech. J., Ottawa, 15, 313-321.
21. Goffe, B., Ferri, G. D., and Rogers, J. (1994). "Global optimization of statistical functions with simulated annealing." J. Econometrics, 60, 65-99.
22. Hossain, M. Z., and Yu, H. S. (1996). "Shakedown analysis of multilayer pavements using finite element and linear programming." Proc., 7th Australia-New Zealand Conf. on Geomechanics, 512-520.
23. Houlsby, G. T., and Burd, H. J. (1999). "Understanding the behaviour of unpaved roads on soft clay." Proc., 12th Eur. Conf. on Soil Mech. and Geotech. Engrg. - Geotech. Engrg. for Transp. Infrastruct.
24. Johnson, K. L. (1985). Contact mechanics. Cambridge University Press.
25. Johnson, K. L. (1992). "The application of shakedown principles in rolling and sliding contact." Eur. J. Mech., A/Solids, 11, 155-172.
26. Kapoor, A. (1997). "Wear by plastic ratchetting." Wear, 212, 119-130.
27. Kapoor, A., and Williams, J. A. (1994a). "Shakedown limits in sliding contacts on a surface hardened half-space." Wear, 172, 197-206.
28. Kapoor, A., and Williams, J. A. (1994b). "Shakedown limits in rolling/ sliding point contacts on an anisotropic half-space." Wear, 191, 256-260.
29. Lade, P. V. (1984). "Failure criterion for frictional materials." Mechanics of engineering materials, C. S. Desai and R. H. Gallagher, eds., Wiley, New York, 385-402.
30. Lubliner, J. (1990). Plasticity theory. Macmillan, New York.
31. Maier, G. (1969). "Shakedown theory in perfect elastoplasticity with associated and nonassociated flow-laws: A finite element, linear programming approach." Meccanica, 4(3), 1-11.
32. Michalowski, R. L., and Shi, L. (1995). "Bearing capacity of footings over two-layer foundation soils." J. Geotech. Engrg., ASCE, 121(5), 421-428.
33. Mroz, Z., Norris, V. A., and Zienkiewicz, O. C. (1978). "An isotropic hardening model for soils and its application to cyclic loading." Int. J. Numer. and Analytical Methods in Geomechanics, 2, 203-221.
34. Oloo, S. Y., Fredlund, D. G., and Gan, J. K. M. (1997). "Bearing capacity of unpaved roads." Can. Geotech. J., Ottawa, 34, 398-407.
35. Ponter, A. R., Hearle, A. D., and Johnson, K. L. (1985). "Application of the kinematic shakedown theorem to rolling and sliding contact points." J. Mech. Phys. Solids, 33, 339-362.
36. Purushothamaraj, P., Ramiah, B. K., and Venkatakrishna Rao, K. N. (1974). "Bearing capacity of strip footings in two layered cohesive-friction soils." Can. Geotech. J., Ottawa, 11, 32-45.
37. Pycko, S., and Maier, G. (1995). "Shakedown theorems for some classes of nonassociative hardening elastic-plastic material models." Int. J. Plasticity, 11(4), 367-395.
38. Raad, L., Weichert, D., and Haidar, A. (1989a). "Analysis of full-depth asphalt concrete pavements using shakedown theory." Transp. Res. Rec. 1227, Transportation Research Board, Washington, D.C., 53-65.
39. Raad, L., Weichert, D., and Haidar, A. (1989b). "Shakedown and fatigue of pavements with granular bases." Transp. Res. Rec. 1227, Transportation Research Board, Washington, D.C., 159-172.
40. Raad, L., Weichert, D., and Najm, W. (1988). "Stability of multilayer systems under repeated loads." Transp. Res. Rec. 1207, Transportation Research Board, Washington, D.C., 181-186.
41. Ramsamooj, P. E., Ramadan, J., and Lin, G. S. (1998). "Model prediction of rutting in asphalt concrete." J. Transp. Engrg., ASCE, 124(5), 448-456.
42. Sharp, R. W. (1985). "Pavement design based on shakedown analysis." Transp. Res. Rec. 1022, Transportation Research Board, Washington, D.C., 99-107.
43. Sharp, R. W., and Booker, J. R. (1984). "Shakedown of pavements under moving surface loads." J. Transp. Engrg., ASCE, 110(1), 1-14.
44. Wong, S. K., and Kapoor, A. (1996). "The effect of hard and stiff overlay coatings on the strength of surfaces in repeated sliding." Tribol. Int., 29(8), 695-702.
45. Wong, S. K., Kapoor, A., and Williams, J. A. (1997). "Shakedown limits on coated and engineered surfaces." Wear, 203-204, 162-170.
46. Yu, H. S., and Hossain, M. Z. (1998). "Lower bound shakedown analysis of layered pavements using discontinuous stress fields." Comp. Methods in Appl. Mech. and Engrg., 167, 209-222.