Quantifying the Influence of Geosynthetics on Pavement Performance (2017) / Chapter Skim
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D-1 APPENDIX D ANALYTICAL MODEL FOR QUANTIFYING INFLUENCE OF GEOSYNTHETICS The repeated load triaxial test studies indicate that the placement of geosynthetics influences the cross-anisotropic properties (i.e., the vertical and horizontal modulus)
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D-2 (a) Displacement Pattern of UGM Restraint by Geosynthetic (b)
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D-3 Under an axisymmetric plane-stress condition, the reaction force T is determined by Equation D-4.
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D-4 where 2J = ( )
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D-6 (a) Predicted Horizontal Moduli vs.
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