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研究生: Zahra Alya Darojati
Zahra Alya Darojati
論文名稱: Multi-objective Optimization for Decision-making in Pavement Maintenance and Rehabilitation
Multi-objective Optimization for Decision-making in Pavement Maintenance and Rehabilitation
指導教授: 楊亦東
I-Tung Yang
口試委員: 廖敏志
Min-Chih Liao
余文德
Wen-Der Yu
學位類別: 碩士
Master
系所名稱: 工程學院 - 營建工程系
Department of Civil and Construction Engineering
論文出版年: 2023
畢業學年度: 111
語文別: 英文
論文頁數: 217
外文關鍵詞: Maintenance and Rehabilitation (M&R), Non-dominated Sorting Algorithm-II (NSGA-II), Multi-objective Optimization of Particle Swarm Optimization (MOPSO)
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Pavement Management Systems (PMS) cover the maintenance activity on a scheduled basis to manage the local finances and improve the pavement conditions during its service life. Thus, developing a pavement deterioration model encompassing a comprehensive database is crucial to represent reliable and effective predictions. This study collected the pavement distress information from Long-Term Pavement Performance (LTPP) to be calculated in Micro-PAVER as the basic data for determining the sigmoid parameter of the pavement performance master curve using a Pavement Condition Index (PCI). A proposed framework, Multi-objective Maintenance Strategy (MOMS), integrates the master curve with the optimization process in determining strategic Maintenance and Rehabilitation (M&R) plan for the 1043 pavement section in Taiwan using a Non-dominated Sorting Algorithm-II (NSGA-II) and Multi-Objective of Particle Swarm Optimization (MOPSO) algorithms by maximizing the average condition and minimizing the overall costs. MOMS predicts optimal M&R strategies, budget, and performance impact for five years. The result provides Pareto fronts with 17 non-dominated solutions for NSGA-II and 14 for MOPSO. The comparison shows that NSGA-II performed better by executing the least cost and greater hypervolume. Several case studies are formulated to provide valuable insights and support decision-making processes using the NSGA-II outcomes. The proposed framework will give informative tools to establish expectations and guide appropriate M&R strategy.

ABSTRACT i ACKNOWLEDGEMENT ii TABLE OF CONTENTS viii LIST OF FIGURES viii LIST OF TABLES xi LIST OF ABBREVIATIONS xiii CHAPTER I INTRODUCTION 1 1.1. Research Background 1 1.2. Research Objective 3 1.3. Research Outline 4 1.4. Research Process and Structure 4 CHAPTER II LITERATURE REVIEW 6 2.1. Introduction 6 2.2. Pavement Management System (PMS) 6 2.2.1. Flexible Pavement Distress Type 9 2.2.2. Pavement Condition Index (PCI) 17 2.2.3. PCI Calculation Technique 20 2.2.4. Flexible Pavement Maintenance 25 2.3. Pavement Performance Deterministic Models 32 2.3.1. Mechanistic-Empirical Prediction Models 32 2.3.2. Pavement Performance Model 34 2.3.3. Data Shifting Concept 35 2.4. Optimization in Pavement Maintenance Scheduling 37 2.4.1. Meta-Heuristic Algorithm 37 2.5. Summary 43 CHAPTER III PAVEMENT PERFORMANCE MASTER CURVE 44 3.1. Introduction 44 3.2. Data Collection 46 3.3. PCI Calculation 47 3.4. Pavement Performance 54 3.4.1. Data Cleaning 54 3.4.2. Performance Model 57 3.5. Non-Linear Programming in Pavement Performance Prediction 60 3.6. Pavement Performance Prediction Error 63 3.7. Summary 64 CHAPTER IV OPTIMIZATION OF PAVEMENT M&R STRATEGY 65 4.1. Introduction 65 4.2. Problem Definition 66 4.3. Multi-Objective Maintenance Optimization 68 4.3.1. Pavement Performance Master Curve 68 4.3.2. Strategy Cost 69 4.3.3. Pavement Quality 69 4.3.4. Model Development Process 70 4.3.5. Encoding 71 4.4. Non-Dominated Sorting Genetic Algorithm (NSGA-II) 74 4.4.1. Initialization 76 4.4.2. Selection 76 4.4.3. Crossover 77 4.4.4. Mutation 77 4.4.5. NSGA-II Parameter 78 4.5. Multi-Objective Particle Swarm Optimization (MOPSO) 78 4.5.1. Initialization 80 4.5.2. Fitness Evaluation 81 4.5.3. Update Position 81 4.5.4. Velocity and Position Update 81 4.5.5. Crowding Distance Assignment 81 4.5.6. Update the Particle Velocities and Positions 81 4.5.7. Mutation 82 4.5.8. MOPSO Parameter 82 4.6. Performance Metric 83 4.6.1. Hypervolume 83 4.7. Summary 84 CHAPTER V RESULT AND CASE STUDY 85 5.1. Result 85 5.1.1. Pavement Performance Prediction 85 5.1.2. Algorithm Comparison Solutions 89 5.1.3. Performance Metric 102 5.2. Case Study 103 5.2.1. Case 1: Minimum Cost 104 5.2.2. Result for Case 1 104 5.2.3. Case 2: Maximum Condition 105 5.2.4. Result for Case 2 105 5.2.5. Case 3: Tools and Resource Availability 106 5.2.6. Result for Case 3 106 5.2.7. Case 4: Pavement Condition 108 5.2.8. Result for Case 4 108 5.3. Summary 110 CHAPTER VI : CONCLUSIONS AND RECOMMENDATIONS 111 6.1. Conclusions 111 6.2. Recommendations 111 REFERENCES 113 APPENDIX 1A FUTURE CONDITION OF PAVEMENT AFTER M&R APPLICATION 122 APPENDIX 1B NSGA-II MATLAB CODE 142 APPENDIX 1C MOPSO MATLAB CODE 152 APPENDIX 2 MASTER CURVE PREDICTION 162 APPENDIX 3A NSGA-II STRATEGY, COST, AND PCI SUMMARY 166 APPENDIX 3B MOPSO STRATEGY, COST, AND PCI SUMMARY 172 APPENDIX 4A NSGA-II STRATEGIY DETAILS 177 APPENDIX 4B MOPSO STRATEGIY DETAILS 182 APPENDIX 4C NSGA-II PAVEMENT PERFORMANCE DETAILS 187 APPENDIX 4D MOPSO PAVEMENT PERFORMANCE DETAILS 192

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