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Table of Contents
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
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
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
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