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[null,"1.","Record Nr.",null,"UNINA9910743227303321"]
[null,null,"Titolo",null,"Proceedings of the Fifth International Conference of Transportation Research Group of India : 5th CTRG Volume 1 / / edited by Dharamveer Singh, Lelitha Vanajakshi, Ashish Verma, Animesh Das"]
[null,null,"Pubbl/distr/stampa",null,"Singapore : , : Springer Nature Singapore : , : Imprint : Springer, , 2022"]
[null,null,"ISBN",null,"981-16-9921-6"]
[{"$nulls":4},"981-16-9920-8"]
[null,null,"Edizione",null,"[1st ed. 2022.]"]
[null,null,"Descrizione fisica",null,"1 online resource (523 pages)"]
[null,null,"Collana",null,"Lecture Notes in Civil Engineering, , 2366-2565 ; ; 218"]
[null,null,"Disciplina",null,"380.5"]
[null,null,"Soggetti",null,"Transportation engineering"]
[{"$nulls":4},"Traffic engineering"]
[{"$nulls":4},"Engineering - Data processing"]
[{"$nulls":4},"Buildings - Design and construction"]
[{"$nulls":4},"Quantitative research"]
[{"$nulls":4},"Transportation Technology and Traffic Engineering"]
[{"$nulls":4},"Data Engineering"]
[{"$nulls":4},"Building Construction and Design"]
[{"$nulls":4},"Data Analysis and Big Data"]
[null,null,"Lingua di pubblicazione",null,"Inglese"]
[null,null,"Formato",null,"Materiale a stampa"]
[null,null,null,"Livello bibliografico","Monografia"]
[null,null,null,"Nota di bibliografia","Includes bibliographical references."]
[null,null,"Nota di contenuto",null,"Intro -- Preface -- About TRG and CTRG -- List of Reviewers -- Contents -- About the Editors -- Experimental Studies on Bio-bitumen Produced Using Charcoal from Coconut Shell Waste -- 1 Introduction -- 2 Objective and Scope -- 3 Materials and Methods -- 3.1 Bituminous Binder -- 3.2 Preparation of Micromaterial -- 3.3 Blending Process -- 3.4 Basic Bitumen Property Tests -- 4 Results and Discussion -- 4.1 Penetration Test -- 4.2 Softening Point -- 4.3 Penetration Index (PI) or Temperature Susceptibility -- 4.4 Storage Stability Test -- 4.5 Complex Shear Modulus (G*) -- 4.6 Phase Angle (Δ) -- 4.7 Loss Factor-Tan(δ) -- 4.8 Rutting Performance Indicator (|G*|/sin(δ)) -- 4.9 Multiple Stress Creep-Recovery Test (MSCR) -- 5 Discussions -- 6 Conclusion -- References -- Planning for Demand Responsive Bus Service for Limited Area Using Simulation -- 1 Introduction -- 2 Need for Study -- 2.1 Demand Responsive Transport -- 2.2 Case Studies -- 3 Methodology -- 3.1 Simulation Technique "]
[{"$nulls":4},"Used in Research -- 3.2 Study Area Selection -- 3.3 Sampling Techniques -- 3.4 Future Scenarios for Research -- 4 Simulation Modeling -- 4.1 Input File Format -- 4.2 DRT Stop Location in Study Area Based on Road Width -- 5 Data Analysis -- 5.1 Scenario 1: Demand for Demand Responsive Feeder Service is the Same as the Existing Demand for Public Transport -- 5.2 Scenario 2: Demand for DRT Based on passenger's Willingness to Shift from Other Modes (Public Transport, Two Wheeler, Auto, Taxi) to DRT -- 5.3 Conclusions -- 6 Recommendation -- 6.1 Way Forward in Research -- References -- A Heuristic Method of Prioritizing Flexible Pavement Sections -- 1 Introduction -- 1.1 Literature Review -- 2 Study Network and Data Collection -- 2.1 Study Road Network -- 2.2 Data Collection -- 3 Homogenization of Road Network and Demarcation of Control Sections -- 4 Pavement Priority Index."]
[{"$nulls":4},"4.1 Traffic Volume Factor -- 4.2 Special Factor -- 4.3 Drainage Factor -- 4.4 Characteristic Deflection Factor -- 4.5 Pavement Priority Index -- 5 Weighted Rating Value (As Per IRC 82-2015) -- 6 Prioritization Strategy -- 7 Conclusion -- References -- Effect of Compaction Levels on Moisture Susceptibility in Asphalt Mix -- 1 Introduction -- 2 Materials Characteristics -- 2.1 Tests on Aggregates -- 2.2 Tests on Asphalt -- 2.3 Aggregate Gradation -- 3 Mix Design and Experimental Program -- 3.1 Mix Design -- 3.2 Volumetric Properties -- 3.3 Bulk Specific Gravity -- 4 Results and Discussion -- 4.1 Static Immersion Test -- 4.2 Tensile Strength Ratio -- 5 Summary and Conclusion -- References -- Rutting Characterisation of EVA Modified Bitumen for High Modulus Asphalt Mixes (HiMA) -- 1 Introduction -- 2 Materials and Experimental Work -- 2.1 Material Selection -- 2.2 Methodology -- 2.3 Preparation of EVA Modified Bitumen -- 2.4 Rheological Characterization of Bitumen -- 2.5 Multiple Stress Creep and Recovery (MSCR) Test -- 2.6 Rutting Potential of Bituminous Mixes -- 3 Results and Discussion -- 3.1 Evaluation of Rutting Resistance of Bitumen -- 3.2 Master Curves -- 3.3 Multiple Stress Creep and Recovery -- 3.4 Rutting Potential of Bituminous Mixes -- 4 Conclusions -- References -- A Review on the Use of Alternative Materials as a Sustainable Approach in the Manufacture of Concrete Paver Blocks -- 1 Introduction -- 2 Literature Review -- 2.1 Waste from C&amp -- D Industry -- 2.2 Waste from Marble Industry -- 2.3 Waste from Ceramic and Tile Production Industry -- 2.4 Waste from Plastic Industry -- 2.5 Waste from Rubber Industry -- 2.6 Waste from Glass Industry -- 2.7 Other Industrial Wastes and By-Products -- 3 Discussion -- 4 Conclusions -- References -- Activity-Based Model: Requisite for a New Travel Demand Forecasting Approach for India -- 1 Introduction."]
[{"$nulls":4},"2 Appraisals of Different Activity-Based Models -- 2.1 Concept of Activity-Based Model -- 2.2 Activity-Based Model Components -- 3 Comparison Between Activity-Based Models and Four-Stage Models -- 4 Changes in Travel Behavior of Indian Citizens: Progress in Travel Demand Modeling Approach -- 5 Conclusion -- References -- Analysis of Falling Weight Deflectometer (FWD) Data of a Flexible Pavement Using Two Different Programs -- 1 Introduction -- 2 Structural Evaluation of Flexible Pavement -- 2.1 Benkelman Beam Deflection (BBD) Method -- 2.2 FWD Method -- 3 Literature Review -- 4 Analysis of FWD Data for Flexible Pavement -- 4.1 Comparison of Moduli Values of Different Layers Obtained from KGPBACK and KUAB Software -- 5 Conclusion -- References -- Understanding the Preferences and Attitudes of App-Based Taxi Users Toward Existing Modes -- 1 Introduction -- 2 Literature Review -- 3 Methodology -- 3.1 Exploratory Factor Analysis (EFA) -- 3.2 Mixed Multinomial Logit -- 4 "]
[{"$nulls":4},"Data Collection -- 4.1 Study Area -- 4.2 Survey Design -- 4.3 Sociodemographic Characteristics -- 4.4 Travel Characteristics -- 4.5 Attitudes and Perceptions of App-Based Taxi Users -- 5 Results and Discussion -- 5.1 Exploratory Factor Analysis (EFA) Results -- 5.2 Mixed Multinomial Logit Model Results -- 6 Conclusion -- References -- Estimation of Trip Generation Rates for Different Landuses for an Indian City -- 1 Introduction -- 2 Methods for Estimating Future Traffic -- 3 Case Study-Bengaluru -- 4 Estimating Trip Generation Rate -- 4.1 Special Economic Zone (SEZ) and Non-special Economic Zone (Non-SEZ) -- 4.2 Residential -- 4.3 Retail -- 5 Summary and Conclusion -- 6 Future Scope -- References -- Economic and Environmental Analysis of Adaptation Strategies to Mitigate Impact of Climate Change on Pavements -- 1 Introduction -- 1.1 Methodology -- 2 Results and Discussion."]
[{"$nulls":4},"2.1 Climate Data -- 2.2 Pavement Performance Analysis -- 2.3 Economic and Environmental Analysis -- 3 Closure -- References -- Performance Analysis of Black Cotton Soil Treated with Dimensional Limestone (Kota Stone) Slurry Waste -- 1 Introduction -- 1.1 Objective of This Study -- 2 Material and Methods -- 2.1 Black Cotton Soil -- 2.2 Dimensional Limestone Slurry -- 2.3 Chemical Test -- 2.4 Sample Preparation -- 2.5 Particle Size Analysis -- 2.6 Soil Properties Test -- 3 Result and Discussion -- 3.1 Index Properties -- 3.2 Optimum Moisture Content and Maximum Dry Density -- 3.3 Bearing Capacity -- 3.4 Unconfined Compression Test -- 3.5 Free Swell Index -- 3.6 Scanning Microscope Analysis -- 4 Conclusion -- 5 Limitation and Further Scope -- References -- Experimental Investigation on the Feasibility of Using Construction Demolition Waste Materials for Subbase Layer in Flexible Pavement -- 1 Introduction -- 2 Material Characterization -- 2.1 Materials -- 2.2 Mix Proportioning and GSB Grading -- 3 Experimental Program -- 4 Results and Discussion -- 4.1 Compaction Test -- 4.2 California Bearing Ratio Test -- 4.3 Vertical Permeability Test -- 5 Conclusions -- References -- Condition Assessment of Reinforced Concrete Bridge Deck Using Infrared Thermography -- 1 Introduction -- 2 Literature Review -- 3 Study Objectives -- 4 Experimental Investigation -- 4.1 Fabrication of Concrete Bridge Deck Slab -- 5 Results -- 6 Conclusion -- 7 Future Work -- References -- A Purpose Based Trip Distribution Gravity Model for an Indian City -- 1 Introduction -- 1.1 Literature Review -- 2 Study Area -- 3 Data Collection and Analysis -- 4 Trip Distribution Model -- 4.1 Trip Purposes -- 4.2 Zone System -- 4.3 Development of Origin-Destination Matrix -- 4.4 Development of Travel Time Matrix -- 4.5 Model Formulation -- 4.6 Calibration of Gravity Model."]
[{"$nulls":4},"4.7 Functions for Friction Factors -- 4.8 Cumulative Trip Length Frequency Distribution -- 4.9 Formulated Gravity Models -- 5 Conclusion -- References -- Effect of Jarosite as Partial Replacement of Fine Aggregate in Pavement Quality Concrete Mixes -- 1 Introduction -- 2 Material -- 3 Methodology -- 4 Result and Discussion -- 4.1 Workability -- 4.2 Compressive Strength -- 4.3 Flexural Strength -- 4.4 Drying Shrinkage -- 4.5 Abrasion Resistance of Concrete -- 5 Conclusion -- References -- Comparison of Various Approaches for Evaluation and Overlay Design of a Concrete Pavement -- 1 Introduction -- 2 General Methodologies for Design of Overlay -- 2.1 Effective-Thickness Approach -- 2.2 Deflection Approach -- 2.3 Mechanistic Empirical Approach -- 3 American Association of State Highway and Transportation Officials Method (AASTHO Method) -- 3.1 PCC Overlays on PCC Pavements -- 4 Design of Thickness -- 4.1 Deff (by Utilising Condition Survey) -- 4.2 Computation of Requisite Slab Thickness for Upcoming Traffic (Df) -- 4.3 Evaluation of Subgrade "]
[{"$nulls":4},"Modulus, Elastic Modulus of Concrete and Strength of Pavement Concrete Using Different Approaches -- 5 Conclusion -- References -- Investigating the Intention to Use Metro Services: A Behavioral Approach -- 1 Introduction -- 2 Data -- 2.1 Study Area -- 2.2 Description of the Study Area -- 2.3 Behavioral Framework -- 2.4 Survey Design -- 2.5 Survey Administration -- 3 Data Analysis and Model Development -- 3.1 Sample Characteristics -- 3.2 Exploratory Factor Analysis -- 3.3 Ordered Probit Model -- 4 Conclusions -- References -- Determining Optimum Antistripping Additive Content in Asphalt Mixtures Using Boil Test -- 1 Introduction -- 2 Research Objective -- 3 Experimental Plan -- 3.1 Materials and Specimen Preparation -- 4 Testing Procedures -- 4.1 Boil Test (ASTM D3625) -- 4.2 Spectrophotometer Device -- 5 Results."]
[{"$nulls":4},"5.1 Boil Test Results."]
[null,null,null,"Sommario/riassunto","This book (in three volumes) comprises the proceedings of the Fifth Conference of Transportation Research Group of India (CTRG2019) focusing on emerging opportunities and challenges in the field of transportation of people and freight. The contents of the book include characterization of conventional and innovative pavement materials, operational effects of road geometry, user impact of multimodal transport projects, spatial analysis of travel patterns, socio-economic impacts of transport projects, analysis of transportation policy and planning for safety and security, technology-enabled models of mobility services, etc. This book will be beneficial to researchers, educators, practitioners and policymakers alike. ."]