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Pages 194-200

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From page 194...
... 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)
From page 195...
... D-2 (a) Displacement Pattern of UGM Restraint by Geosynthetic (b)
From page 196...
... D-3 Under an axisymmetric plane-stress condition, the reaction force T is determined by Equation D-4.
From page 197...
... D-4 where 2J = ( )
From page 199...
... D-6 (a) Predicted Horizontal Moduli vs.

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