The book presents original technologies developed by the authors and existing Russian experience in study and application of technogenic raw materials (such as burnt rocks of mine dumps and ash-slag waste) to R&D of road constructions with high-strength properties and long-life operation . Another direction of the book is connected with finite-element modeling pavement constructions on different soils. To this aim, corresponding theoretical solutions and numerical algorithms are realized in ANSYS software. The obtained numerical results are compared with existing experimental data for real road constituents. It presents particular results of the Russian schools of Mechanics and Material Sciences not previously available outside of Russia.
- Explains original theoretical and experimental methods developed for solution of the problems of effective using technogenic waste in building and road constructions;
- Facilitates improvement and optimization of theoretical and numerical approaches for R&D of road pavements on different soils;
- Describes new promising building materials based on easily accessible waste able effectively to replace conventional materials and supported by Russian patents.
Table of contents :
Preface
Contents
Contributors
Part I: Resource-saving Technologies
Chapter 1: Problems of Using Technogenic Raw Materials
Chapter 2: Main Areas of Utilizing the Burnt Rocks of Mine Dumps and Ash-slag Waste
2.1 Comprehensive Assessment of Technogenic Raw Materials
2.1.1 First Level: Assessment of Environmental Indicators
2.1.2 Second Level: Assessment of Chemical Composition
2.1.3 Third Level: Assessment of Mineral Composition
2.1.4 Fourth Level: Assessment of Reactivity (Activity)
2.1.5 Fifth Level: Assessment of Physical and Mechanical Properties
2.1.6 Sixth Level: Assessment of Uniformity
2.1.7 Seventh Level: Assessment of Formed Volume
2.1.8 Eighth Level: Assessment of Technical and Economic Indicators
2.2 Burnt Rocks of Mine Dumps
2.3 Ash-slag Waste
Chapter 3: Ways of Improving the Structural Properties of Burnt Rocks of Mine Dumps and Ash-slag Waste
3.1 Burnt Rocks of Mine Dumps Recycling Schemes
3.2 Non-ore Building Materials from the Burnt Rocks of Mine Dumps and Ash-slag Waste
3.2.1 Properties of Burnt Aggregates from Mine Dumps
3.2.2 Properties of Ash-slag Aggregates
Chapter 4: Composition and Properties of the Burnt Rocks of Mine Dumps and Ash-slag Waste
4.1 Sampling and Research Methods
4.2 Burnt Rocks of Mine Dumps
4.2.1 Formation of the Burnt Rocks of Mine Dumps
4.2.2 Physical Properties of the Burnt Rocks of Mine Dumps
4.2.3 Chemical Composition of the Burnt Rocks of Mine Dumps
4.2.4 Mineralogical Composition of the Burnt Rocks of Mine Dumps
4.3 Ash-slag Waste
4.3.1 Methods of Ash-slag Waste Selection
4.3.2 Physical Properties of Ash-slag Waste
4.3.3 Chemical Composition of Ash-slag Waste
4.3.4 Mineralogical Composition of Ash-slag Waste
4.4 Hydraulic Activity of Ash and Burnt Mine Dumps
Chapter 5: The Use of Burnt Rocks of Mine Dumps and Ash-slag Waste in Road Construction
5.1 Subgrade Composition
5.2 Materials from Technogenic Raw Materials for Pavement Base Layers
5.3 Structural Layers of Road Pavements from Burnt Rocks of Mine Dumps
5.4 Asphalt Concrete Coatings Using Technogenic Raw Materials
5.5 Concrete Coatings Using Technogenic Raw Materials
Chapter 6: Physicochemical Fundamentals of Hardening the Burnt Rocks of Mine Dumps and Ash-slag Waste in Road Pavements
6.1 Subgrade Hardening
6.2 Increase of Strength in the Bases and Structural Layers of Pavement from Technogenic Raw Materials
6.3 The Formation of the Structure of the Asphalt Concrete Composition Based on Technogenic Raw Materials
6.4 The Effect of Materials from Burnt Rocks and Ash-slag Waste on the Structure Formation of Concrete
Chapter 7: On the Efficiency of Using the Burnt Rocks of Mine Dumps and Ash-slag Waste in Road Constructions
7.1 Ecological and Economic Assessment of the Utilization of the Burnt Rocks of Mine Dumps
7.2 Efficiency of Application of Fly Ash and Burnt Ash in Building Materials
7.3 Concluding Remarks
Part II: Finite-element Modeling of Road Constructions on Soils
Chapter 8: Dynamic Modeling of Solid Mass on Soil Base
8.1 Dynamics of “Solid Mass-Soil” System
8.2 Features of Finite-Element Modeling Soil Massif
8.3 Finite-Element Model of System: Test Tasks
8.4 Test Calculations and Analysis of Results
8.5 Comparison of Finite-Element Calculations with Analytical Solutions
Chapter 9: Studying Characteristics of Waves Propagating in Layered Structure with Semi-infinite Layers
9.1 Normal Structure (Stiffness of Layers Increases with Depth)
9.1.1 Source of Oscillations Disposes to the Left of Slope
9.1.2 Source of Oscillations Disposes to the Right of Slope
9.2 Anomalous Structure (Stiffness of Layers Changes with Depth Not Monotonously)
9.2.1 Distribution of Layer Stiffness in Depth: “Hard–Soft–Hard” with Oscillation Source Disposed to the Left or Right of Slope
Case 1: Load to the Left of the Slope
Case 2: Load to the Right of the Slope
9.2.2 Distribution of Layer Stiffness in Depth: “Soft–Hard–Soft” with Oscillation Source Located to the Left or Right of Slope
Case 1: Load to the Left of the Slope
Case 2: Load to the Right of the Slope
Chapter 10: Modeling Pavement Constructions
10.1 Statement of Problems into Framework of FEM
10.2 Features of Modeling Semi-infinite Media
10.2.1 Spatial Model
10.2.2 Symmetric Model
10.2.3 Plane Model
10.3 Comparative Analysis of Characteristics
10.3.1 Initial Data of Numerical Experiment
10.3.2 Response of the Surface of Coating to Impact Loading for Different Mechanical Properties of Road Construction Elements
10.3.3 Features of Deforming the Various Road Constructions
10.4 Concluding Remarks
Details
Title | Improving Road Pavement Characteristics: Applications of Industrial Waste and Finite Element Modeling |
Author | Alexander A. Lyapin (Author), Ivan A. Parinov (Author), Nina I. Buravchuk (Author), Alexander V. Cherpakov (Author), Ol'ga V. Shilyaeva (Author), Ol'ga V. Guryanova ( Author) |
Language | English |
ISBN | ISBN-13: 978-3030592295 ISBN-10: 3030592294 |
Size | 10 MB |
Download Method | Direct Download |
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