Quantifying the Influence of Geosynthetics on Pavement Performance (2017) / Chapter Skim
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Pages 587-598
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M-1 APPENDIX M COMPARISON OF FINITE ELEMENT SIMULATIONS WITH LARGESCALE TANK MEASUREMENTS The finite element simulation results of the developed geosynthetic-reinforced and unreinforced pavement models were validated by comparing them to the Large-Scale Tank test measurements in terms of the surface deflection, the tensile strain at the bottom of the asphalt concrete, and the vertical pressures within the base and subgrade layers.
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M-2 (a) Flexible pavement with a 6-inch base course (b)
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M-3 unreinforced pavement models have high accuracy to predict the pavement surface deflections. The comparison of the tensile strain at the bottom of the asphalt concrete are plotted in Figures M-5 to M-7.
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M-4 (a) Pavement Structures with 6-inch Base Course (b)
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M-5 (a) Pavement Structures with 6-inch Base Course (b)
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M-6 (a) Pavement Structures with 6-inch Base Course (b)
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M-7 (a) Pavement Structures with 6-inch Base Course (b)
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M-8 (a) Pavement Structures with 6-inch Base Course (b)
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M-9 (a) Pavement Structures with 6-inch Base Course (b)
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M-10 (a) Pavement Structures with 6-inch Base Course (b)
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M-11 (a) Pavement Structures with 6-inch Base Course (b)
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M-12 (a) Pavement Structures with 6-inch Base Course (b)
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