Transportation Soil Engineering in Cold Regions, Volume 2

Table of Contents

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   Book Overview
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   Chapter 1 Bearing Capacity Mechanism of Geocell Reinforced Soil Foundations
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   Chapter 2 The Influence of Sand Composition on Railway Track Pumping and Deformation in Winter Period
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   Chapter 3 Experimental Investigation of Railway Maintenance with Stoneblowing Techniques
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   Chapter 4 Modeling of a Railway Roadbed Reinforcement
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   Chapter 5 Mechanistic-Experimental Approach for Determination of Basic Properties of Mechanically Stabilized Layers
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   Chapter 6 Stamp Test of Railway Ballast, Stabilized by Geogrids
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   Chapter 7 Relevant Properties of PET-Geosynthetics in Cold Regions
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   Chapter 8 The Technology of Mechanically Stabilized Layers for Road Structures in Cold Regions
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    Chapter 9 Numerical Simulation of the Work of a Low-Settlement Embankment on a Pile Foundation in the Process of Permafrost Soil Thawing
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    Chapter 10 Experimental Evaluation of the Deformational Calculation Method of Foundations for Overpasses of High-Speed Railways
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    Chapter 11 Numerical Modeling of Railway Embankment Deformations in Permafrost Regions, Central Yakutia
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    Chapter 12 Calibration of PLAXIS Frozen/Unfrozen Soil Model According to Results of Laboratory Tests and In-situ Monitoring
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    Chapter 13 The Frozen Depth and Its Prediction Affected by Shallow Phreatic Groundwater by Modified Berggren Equation
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    Chapter 14 Calculation of Soil–Transport Structure Interaction
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    Chapter 15 Considering the Strength Soils Variability in the Consolidation by Numerical Modeling
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    Chapter 16 Identification of the Emergency Condition Reasons at Railway Lines that Are in Difficult Geocryological Conditions
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    Chapter 17 Experimental Researches in Defining Deformations by Free Station Method and Results Processing by Search Method
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    Chapter 18 The Use of Terrestrial Laser Scanning for the Development and Control the Design Documentation of Reconstruction Projects
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    Chapter 19 Three-Dimensional Laser Scanning for Safety of Transport Infrastructure with Application of Neural Network Algorithms and Methods of Artificial Intelligence
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    Chapter 20 Use of Geoinformatics for Landslide Susceptibility Mapping: A Case Study of Murree, Northern Area, Pakistan
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    Chapter 21 Bridge Leveling Network Monitoring in Construction on Highly Heaving Soils
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    Chapter 22 Determining the Refraction Coefficient Based on the Differences of the Measured and Known Zenith Distances in Short-Distance Trigonometric Leveling
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    Chapter 23 Features of Engineering Surveys in Areas of Permafrost Prevalence by the Example of the Project “Northern Latitudinal Way”
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    Chapter 24 The Study of Railway Embankment Deformations in Cold Regions
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    Chapter 25 Compression Curves’ Extrapolation to High Pressures for Soft Clay Soils
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    Chapter 26 Experimental Study on Pore Water Pressure and Microstructures of Silty Clay Under Freeze-Thaw Cycles
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    Chapter 27 Technical Improvements in Testing Small-Strain Deformation Behaviour of Frozen Soil
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    Chapter 28 Experimental Study on Induced Anisotropies of Remolded Loess in Cold Region
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    Chapter 29 Investigation of Frost Heave Considering the Boundary Conditions of Artificial Ground Freezing
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    Chapter 30 Frost-Heaving Pressure and Stiffness of Compacted Roadbed Material by Laboratory Model Test
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    Chapter 31 The Effect of Different Additives on the Swelling Process of Heavy Clays
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    Chapter 32 The Method of Estimation of the Technical Conditions of Transport Facilities Used in Cold Regions After the Accidents Caused by Temperature Anomalies
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    Chapter 33 Geoecoprotective Building Structures for Transport Construction Using Mineral Technogenic Silicates and Their Properties
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    Chapter 34 Geoecoprotective Technologies from Heavy Metal Ions Pollution for Transport Construction in Permafrost Regions
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    Chapter 35 High-Strength Concrete with Improved Deformation Characteristics for Road Surfaces
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    Chapter 36 Geoecoprotective Screens for Road Construction and Operation in Cold Regions
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    Chapter 37 Efficiency Evaluation of the Use of Mineral Technogenic Substances in Geoecoprotective Technologies of Transport Construction
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    Chapter 38 A High-Performance Repair Mixture to Restore and Protect Damaged Concrete Structures
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    Chapter 39 Multifunctional Nanomodified Concrete of New Generation
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    Chapter 40 Increasing the Level of Properties of Composite Materials for Civil Engineering Geoconstruction with the Use of New Generation Additives
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    Chapter 41 Geoecochemical Basis of Geoecoprotective Technologies
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    Chapter 42 Information Assessment of Natural Geosystem Preservation in Geoconstruction by Improving the Quality of Concrete
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    Chapter 43 Safing Technologies for Lithosphere Geoecoprotection
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    Chapter 44 Specificities of Soling Processes in Technologies of Geoconstruction
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    Chapter 45 Criteria of Green Geoecoprotective Technologies in Transport Construction
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    Chapter 46 Modification of Mineral Substance Surfaces for Geosphere Protection
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    Chapter 47 A Structure of Atoms of the Main Phase of Industrial Wastes Predict Properties of Building Materials in Transport Construction in Cold Regions
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    Chapter 48 Silica Sol in Transport Construction
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    Chapter 49 The Method of Producing Non-autoclaved Foam Concrete Based on Polymers for the Construction of Various Road Structures in Cold Regions
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    Chapter 50 Conservation of Mineral Resources in Transport and Civil Construction
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    Chapter 51 The Acceleration of Hardening of Non-autoclaved Foam Concrete with the Mechano-Activated Binder When Constructing in the Arctic and Cold Regions
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    Chapter 52 Effective Building Ceramics for Transport Infrastructure