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QUANTIFYING THE INFLUENCE OF GEOSYNTHETICS ON PAVEMENT PERFORMANCE FINAL REPORT APPENDICES 165
TABLE OF CONTENTS Appendix A. Review of Available Test Methods for Determining Performance-Related Geosynthetic Properties .............................................................................................................. A-1 Appendix B. Determination of Geosynthetic-Aggregate Interfacial Properties Using Pullout Test ................................................................................................................................. B-1 Appendix C. Laboratory Evaluation of Influence of Geosynthetics on Cross-Anisotropy and Permanent Deformation of Unbound Granular Material ..................................................... C-1 Appendix D. Analytical Model for Quantifying Influence of Geosynthetics ............................. D-1 Appendix E. Instrumentation Plans for Flexible Pavement Experiments .................................... E-1 Appendix E1. Experiment No. 1 (ControlâThin Base) ......................................................... E-2 Appendix E2. Experiment No. 2 (ControlâThick Base) ...................................................... E-14 Appendix E3. Experiment No. 3 (GeogridâThin Base) ....................................................... E-25 Appendix E4. Experiment No. 4 (GeogridâThick Base) ..................................................... E-37 Appendix E5. Experiment No. 5 (GeotextileâThin Base) ................................................... E-50 Appendix E6. Experiment No. 6 (GeotextileâThick Base) ................................................. E-62 Appendix F. Summary Charts for Flexible Pavement Experiments ............................................ F-1 Appendix F1. Summary Charts for Flexible Pavement Experiments: Dynamic LoadingâThin Base: No. 1 (Control), No. 3 (Geogrid), and No. 5 (Geotextile) ............. F-2 Appendix F2. Summary Charts for Flexible Pavement in Experiments: Static LoadingâThin Base: No. 1 (Control), No. 3 (Geogrid), and No. 5 (Geotextile) ........... F-37 Appendix F3. Summary Charts for Flexible Pavement Experiments: Dynamic LoadingâThick Base: No. 2 (Control), No. 4 (Geogrid), and No. 6 (Geotextile) ......... F-62 Appendix F4. Summary Charts for Flexible Pavement Experiments: Static Loadingâ Thick Base: No. 2 (Control), No. 4 (Geogrid), and No. 6 (Geotextile) ........................... F-96 Appendix G. Flexible Pavement Experiments: Comparison of Test Measurements .................. G-1 Appendix G1. Flexible Pavements: Comparison of Test Measurements: Dynamic LoadingâThin Base: No. 1 (Control), No. 3 (Geogrid), and No. 5 (Geotextile) ............ G-2 Appendix G2. Flexible Pavements: Comparison of Test Measurements: Static LoadingâThin Base: No. 1 (Control), No. 3 (Geogrid), and No. 5 (Geotextile) ............ G-7 Appendix G3. Flexible Pavements: Comparison of Test Measurements: Dynamic LoadingâThick Base: No. 2 (Control), No. 4 (Geogrid), and No. 6 (Geotextile) ........ G-11 Appendix G4. Flexible Pavements: Comparison of Test Measurements: Static LoadingâThick Base: No. 2 (Control), No. 4 (Geogrid), and No. 6 (Geotextile) ........ G-16 Appendix H. Instrumentation Plans for Rigid Pavement Experiments ...................................... H-1 Appendix H1. Experiment No. 7 (Control) ............................................................................ H-2 Appendix H2. Experiment No. 9 (Geogrid) ......................................................................... H-19 Appendix H3. Experiment No. 10 (Geotextile) .................................................................... H-36 Appendix I. Analysis Methodologies of Large-Scale Tank Test Data ......................................... I-1 Appendix J. Summary Charts of Rigid Pavement Experiments .................................................. J-1 Appendix J1. Summary Charts for Rigid Pavement Experiments: Dynamic Loadingâ Dry and Wet: No. 7 (Control), No. 9 (Geogrid), and No. 10 (Geotextile) ........................ J-2 166
Appendix J2. Summary Charts for Rigid Pavement Experiments: Static LoadingâDry and Wet: No. 7 (Control), No. 9 (Geogrid), and No. 10 (Geotextile) ............................. J-54 Appendix K. Rigid Pavement Experiments: Comparison of Test Measurements ...................... K-1 Appendix K1. Rigid Pavements: Comparison of Test Measurements: Dynamic LoadingâDry and Wet: No. 7 (Control), No. 9 (Geogrid), and No. 10 (Geotextile) ...... K-2 Appendix K2. Rigid Pavements: Comparison of Test Measurements: Static Loadingâ Dry and Wet: No. 7 (Control), No. 9 (Geogrid), and No. 10 (Geotextile) ..................... K-12 Appendix L. Characterization of Materials Used in Large-Scale Tank Test ............................... L-1 Appendix M. Comparison of Finite Element Simulations with Large-Scale Tank Measurements ............................................................................................................................ M-1 Appendix N. Development of Artificial Neural Network Models for Predicting Geosynthetic-Reinforced Pavement Performance ...................................................................... N-1 Appendix O. Validation of Artificial Neural Network Approach for Predicting Geosynthetic-Reinforced Pavement Performance ...................................................................... O-1 Appendix P. List of Geosynthetic-Reinforced In-Service Pavement Sections Identified from Long-Term Pavement Performance (LTPP) Database and Texas Pavement Management Information System (PMIS) ................................................................................... P-1 Appendix P1. LTPP Sections with Geotextile ....................................................................... P-11 Appendix P2. LTPP Sections with Geogrid .......................................................................... P-74 Appendix P3. Texas PMIS Sections with Geosynthetics ...................................................... P-99 Appendix P4. Collection of FWD Data from Identified Pavement Sections ...................... P-166 Appendix P5. Collection of Geosynthetic Information ....................................................... P-180 Appendix Q. Examples of Program Runs of the Composite GeosyntheticâBase Course Model .......................................................................................................................................... Q-1 167