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Front Matter i-xi
Chapter 1. Introduction 1-4
Chapter 2. Synthesis of Current Knowledge 5-8
Chapter 3. Research Plan 9-12
Chapter 4. Experiments, Modeling, and Findings 13-123
Chapter 5. Interpretations, Appraisal, and Applications 124-144
Chapter 6. Summary and Suggested Research 145-147
References 148-152
Attachment A. Standard Method of Test for Determining the Permanent Deformation Properties of Geosynthetic-Reinforced and Unreinforced Granular Material 153-156
Attachment B. Standard Method of Test for Determining the Cross-Anisotropic Resilient Modulus of Geosynthetic-Reinforced and Unreinforced Granular Material 157-164
Final Report Appendices 165-167
APPENDIX A. REVIEW OF AVAILABLE TEST METHODS FOR DETERMINING PERFORMANCE-RELATED GEOSYNTHETIC PROPERTIES 168-173
APPENDIX B. DETERMINATION OF GEOSYNTHETIC-AGGREGATE INTERFACIAL PROPERTIES USING PULLOUT TEST 174-178
APPENDIX C. LABORATORY EVALUATION OF INFLUENCE OF GEOSYNTHETICS ON CROSS-ANISOTROPY AND PERMANENT DEFORMATIONOF UNBOUND GRANULAR MATERIAL 179-193
APPENDIX D. ANALYTICAL MODEL FOR QUANTIFYING INFLUENCE OF GEOSYNTHETICS 194-200
APPENDIX E. INSTRUMENTATION PLANS FOR FLEXIBLE PAVEMENT EXPERIMENTS 201-274
APPENDIX F. SUMMARY CHARTS FOR FLEXIBLE PAVEMENT EXPERIMENTS 275-394
APPENDIX G. FLEXIBLE PAVEMENT EXPERIMENTS: COMPARISON OF TEST MEASUREMENTS 395-413
APPENDIX H. INSTRUMENTATION PLANS FOR RIGID PAVEMENT EXPERIMENTS 414-465
APPENDIX I. ANALYSIS METHODOLOGIES OF LARGE-SCALE TANK TEST DATA 466-485
APPENDIX J. SUMMARY CHARTS OF RIGID PAVEMENT EXPERIMENTS 486-555
APPENDIX K. RIGID PAVEMENT EXPERIMENTS: COMPARISON OF TEST MEASUREMENTS 556-572
APPENDIX L. CHARACTERIZATION OF MATERIALS USED IN LARGE-SCALE TANK TEST 573-586
APPENDIX M. COMPARISON OF FINITE ELEMENT SIMULATIONS WITH LARGE SCALE TANK MEASUREMENTS 587-598
APPENDIX N. DEVELOPMENT OF ARTIFICIAL NEURAL NETWORK MODELS FOR PREDICTING GEOSYNTHETIC-REINFORCED PAVEMENT PERFORMANCE 599-628
APPENDIX O. VALIDATION OF ARTIFICIAL NEURAL NETWORK APPROACH FOR PREDICTING GEOSYNTHETIC-REINFORCED PAVEMENT PERFORMANCE 629-638
APPENDIX P. LIST OF GEOSYNTHETIC-REINFORCED IN-SERVICE PAVEMENTSECTIONS IDENTIFIED FROM LONG-TERM PAVEMENT PERFORMANCE (LTPP) DATABASE AND TEXAS PAVEMENT MANAGEMENT INFORMATION SYSTEM(PMIS) 639-820
APPENDIX Q. EXAMPLES OF PROGRAM RUNS OF THE COMPOSITE GEOSYNTHETIC BASE COURSE MODEL 821-829

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Quantifying the Influence of Geosynthetics on Pavement Performance (2017)

Chapter: Chapter 2. Synthesis of Current Knowledge

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Quantifying the Influence of Geosynthetics on Pavement Performance (2017)

Chapter: Chapter 2. Synthesis of Current Knowledge