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Infrastructure sustainability through new developments in material, design, construction, maintenance, and testing of pavements : proceedings of the 6th Geo China International Conference on Civil & Transportation Infrastructures : from engineering to smart & green Life cycle solutions-Nanchang, China, 2021 / / Anand Tapase, Jeffrey Lee, Lei Zhang, editors



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Titolo: Infrastructure sustainability through new developments in material, design, construction, maintenance, and testing of pavements : proceedings of the 6th Geo China International Conference on Civil & Transportation Infrastructures : from engineering to smart & green Life cycle solutions-Nanchang, China, 2021 / / Anand Tapase, Jeffrey Lee, Lei Zhang, editors Visualizza cluster
Pubblicazione: Cham, Switzerland : , : Springer, , [2021]
©2021
Descrizione fisica: 1 online resource (195 pages)
Disciplina: 624
Soggetto topico: Civil engineering
Sustainable engineering
Persona (resp. second.): TapaseAnand
LeeJeffrey
ZhangLei
Nota di contenuto: Intro -- Introduction -- Contents -- About the Editors -- Mechanical Behavior of SMA 8 Modified with Nano Hydrotalcite -- 1 Introduction -- 2 Methodology -- 2.1 Materials -- 2.2 Laboratory Tests -- 3 Results and Discussion -- 3.1 Indirect Tensile Strength and Water Sensitivity -- 3.2 Stiffness -- 3.3 Resistance to Fatigue -- 3.4 Permanent Deformation -- 4 Conclusions -- References -- Application of Graded Crushed Stone Base in Urban Road Asphalt Pavement -- 1 Preface -- 2 Engineering Situation -- 3 Composition Design -- 3.1 Design of Aggregate Composition of CSRM -- 3.2 Composition Design of GBS Mixture -- 4 Construction Process -- 4.1 Mixing and Transportation -- 4.2 Paving -- 4.3 Rolling -- 5 Quality Control and Long-term Monitoring -- 5.1 Compaction Detection -- 5.2 Deflection Detection -- 5.3 Investigation of Pavement Cracks -- 6 Conclusion -- References -- Investigation on the Mechanical Properties of Low Plasticity Clay Contaminated with Engine Oil -- 1 Introduction -- 2 Test Materials and Sample Preparation Method -- 3 Results and Discussion -- 3.1 Atterberg Limits of the Oil Contaminated Clay -- 3.2 Unconfined Compressive Strength (UCS) of the Oil Contaminated Clay -- 3.3 Small-Strain Shear Modulus (Gmax) of the Oil Contaminated Clay -- 4 Discussion -- 5 Conclusions -- References -- Preliminary Observations of Astronomical Coordinates by the SDUST/NAO Digital Zenith Tube -- 1 Introduction -- 2 Basic Principles -- 3 Error Analysis of Astronomical Coordinate -- 3.1 Instrumental Errors -- 3.2 Observing Errors -- 3.3 Data Processing Error -- 4 Practical Observing Results and Discussion -- 4.1 Verification of Internal Precision -- 4.2 Verification of External Precision -- 5 Conclusions -- References -- Properties of Low Strength and High Fluidity Recycled Aggregates -- 1 Introduction -- 2 Regeneration Treatment Process of Construction Waste.
3 Raw Materials and Test Methods -- 3.1 The Raw Material -- 3.2 Test Methods -- 3.3 Test Mix Proportion -- 4 Test Results and Analyses -- 4.1 Workability -- 4.2 Mechanical Properties -- 5 Conclusions -- References -- Influence of Traffic Characterization Methodology on Service Life Prediction of Pavements Subjected to Overweight Traffic Operations -- 1 Introduction -- 2 Representative Sites for Field Testing -- 3 Prediction of Service Life of Pavements Using Different Traffic Inputs -- 3.1 Level 1 Traffic Data -- 3.2 Level 2 Traffic Data -- 3.3 Level 3 Traffic Data -- 4 Field Data Analysis and Results -- 4.1 Influence of Traffic Characterization Methodology on Service Life Predictions -- 4.2 Comparisons of Predicted and Field-Measured Rut Depth -- 4.3 Overestimation of Pavement Service Life due to Level 2 and Level 3 Traffic Inputs -- 5 Summary and Conclusions -- References -- Determination of Landslide High Risk Areas Using GA and GIS Combination in the West of Mazandaran Province -- 1 Introduction -- 2 Methodology -- 2.1 GA -- 2.2 Fuzzy Logic Model -- 3 Area and Data -- 3.1 Study Area -- 3.2 Input Data -- 4 Implementation -- 5 Numerical Result -- 6 Conclusion -- References -- Acceleration of Socio-economic Growth of Rural Parts - Nidhal, Khatav A Case Study -- 1 Introduction -- 2 Socio-economic Survey -- 2.1 Socio-economic Survey of Nidhal Village -- 2.2 Interpretation of Socio-economic Survey -- 2.3 Overall Summary of Socio-economic Survey -- 3 Various Methods for Design of the Solid Waste Plant with Financial Analysis and Work Cycle Management -- 3.1 At Source Reduction and Reuse -- 3.2 Waste Recycling -- 3.3 Composting -- 3.4 Technological Option for Composting of Organic Waste -- 3.5 Wastes to Energy -- 3.6 Waste Disposal -- 4 Solid Waste Management System for Nidhal Village -- 4.1 General Design Considerations.
4.2 Detailed Project Report on SWM for Nidhal Village -- 4.3 Collection of Primary Segregated Waste -- 4.4 Secondary Segregation -- 4.5 Composting -- 4.6 Some Cares Are Needed While Composting is as Follows -- 4.7 Landfilling -- 4.8 Land Required for the Composting and Landfill -- 5 Solar Water Pumping System -- 5.1 Solar Water Pumping System for Nidhal Village -- 5.2 Panel Design for Nidhal Solar Water Pumping Systems -- 5.3 Payback Period Calculations -- 5.4 Electricity Consumption -- 5.5 Advantage -- 5.6 Limitations of PV Pumping System -- 6 Results and Discussion About Solid Waste Management System for Nidhal Village -- 6.1 The Time Required for Composting -- 6.2 Cost Required for Composting -- 6.3 Land Required for Composting Shed -- 6.4 Solar Water Pumping System for Nidhal Village -- 7 Conclusions -- 7.1 Based on the Observation of Survey Data Following Conclusions Are Made -- 7.2 Solid Waste Management System -- 7.3 Solar Water Pumping System -- 8 Recommendations -- References -- Assessing the Bearing Capacity of Backfills by Stress Wave Velocity and Cone Penetration Resistance -- 1 Introduction -- 2 Methodology -- 3 Results and Discussion -- 3.1 Penetration Resistance Determination -- 3.2 Density Measurement -- 3.3 Moisture Content Measurement -- 3.4 California Bearing Ratio Measurement -- 3.5 Correlation between Stress Wave Velocity and DCP Resistance -- 4 Summary and Conclusions -- References -- Potential of Fired Clay Brick for Use as Short Beams and Columns -- 1 Introduction -- 2 Materials and Methods -- 3 Results and Discussions -- 3.1 Index Properties -- 3.2 Mineralogical and Oxide Composition of the Clay -- 3.3 Compressive Strength of the Interlocking Clay Bricks -- 3.4 Flexural Strength of the Interlocking Clay Bricks -- 4 Conclusion -- References.
Sustainable Planning for Provision of Basic Infrastructural Facilities in Rural Areas - Majgaon Village a Case Study -- 1 Introduction -- 2 Socio-Economic Survey -- 2.1 Socio-Economic Survey of Majgaon Village -- 2.2 Interpretation of Socio-Economic Survey -- 2.3 Overall summary of Socio-Economic Survey -- 3 Sewage Treatment Plant for Majgaon Village -- 3.1 Why India Needs Treatment of Wastewater -- 3.2 Wastewater and the Need for WastewaterManagement -- 3.3 Waste Water Management -- 3.4 Types of Sewage Treatment Plants -- 3.5 Comparative Study of Sewage Treatment Plants -- 3.6 Results and Discussion -- 3.7 Life Cycle Cost Analysis -- 4 Solar Water Pumping System -- 4.1 Solar Water Pumping System for Majgaon Village -- 4.2 Payback Period Calculations -- 4.3 Electricity Consumption -- 5 Results and Discussion -- 5.1 Result and Discussion of Sewage Treatment Plant for Majgaon Village -- 5.2 Solar Water Pumping System for Majgaon village -- 6 Conclusions -- References -- A Case Study of Slope Stability Assessment Thames River, London, Canada -- 1 Introduction -- 1.1 The Thames River -- 1.2 Geological Formation -- 1.3 Soil Properties -- 2 Slope Conditions -- 2.1 Slope Collapses -- 2.2 Peak Flow and Flooding -- 2.3 Groundwater and Seepage Flow -- 2.4 Subsurface Barrier -- 2.5 Freezing and Thawing -- 2.6 River Water Under Cutting -- 3 Developable Limits -- 3.1 Stable Slope Allowance -- 3.2 Toe Erosion Allowance -- 3.3 Erosion Access Allowance -- 3.4 Long-Term Stable Top of Slope -- 4 Lessons Learned -- 5 Conclusion -- References -- Characteristics of Recycled Micro Powder Produced Using Construction Waste -- 1 Preface -- 2 Selection of Raw Materials and Preparation of Regenerated Powder -- 3 Test Method -- 4 Result Analyses -- 4.1 Conventional Physical and Chemical Properties -- 4.2 Particle Size Distribution -- 4.3 Chemical Composition.
4.4 Strength Activity Index -- 5 Conclusions -- References -- Simulation of Rock Hydraulics in Rock Joint by Using Discrete Element Method -- 1 Introduction -- 2 Particulate Interface Model and Lattice Model -- 2.1 Particulate Interface Model (PIM) -- 2.2 Lattice Model -- 3 Validation of Fluid Transmission in a Single Fracture -- 3.1 Model Setting -- 3.2 Water Head Distribution -- 4 Variation of Fluid Transmission During Fracture Shearing -- 4.1 Algorithm for Re-meshing Pore Space -- 4.2 Variations of Water Head -- 5 Conclusion -- References -- Author Index.
Titolo autorizzato: Infrastructure Sustainability Through New Developments in Material, Design, Construction, Maintenance, and Testing of Pavements  Visualizza cluster
ISBN: 3-030-79644-2
Formato: Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione: Inglese
Record Nr.: 9910492140703321
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Serie: Sustainable civil infrastructures.