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Introductory technical guidance for civil engineers, highway engineers and construction managers interested in application of geotextiles in pavement and drainage applications. Here is what is discussed: 1. GEOTEXTILES IN GENERAL, 2. PAVEMENT APPLICATIONS, 3. DRAINAGE APPLICATIONS.
Introductory technical guidance for civil engineers and construction managers interested in design and construction of streets and highways. Here is what is discussed: 1. AREA DRAINAGE SYSTEMS 2. ASPHALT CONCRETE PAVEMENT RECYCLING 3. CONCRETE PAVEMENTS 4. FLEXIBLE PAVEMENTS 5. GEOTEXTILES IN EROSION CONTROL 6. GEOTEXTILES IN PAVEMENT AND DRAINAGE APPLICATIONS 7. GEOTEXTILES IN SOIL WALL REINFORCEMENT 8. HYDRAULIC DESIGN DATA FOR CULVERTS 9. PAVEMENT DESIGN IN SEASONAL FROST CONDITIONS 10. PAVEMENT SURVEY, MAINTENANCE AND REPAIR 11. PAVEMENT OVERLAYS 12. PAVEMENT DRAINAGE 13. REPAIR OF RIGID PAVEMENTS 14. RIGID PAVEMENT DESIGN 15. ROAD DESIGN FOR COLD REGIONS 16. ROLLER COMPACTED CONCRETE PAVEMENTS.
Introductory textbook for graduate and undergraduate civil engineering students studying street and highway engineering. Here is what is covered: 1. INTRODUCTION 2. PRINCIPLES OF PAVEMENT DRAINAGE 3. FLEXIBLE ASPHALT CONCRETE PAVEMENTS 4. ASPHALT CONCRETE SEAL COATS 5. THIN ASPHALT OVERLAYS 6. SURFACE REHABILITATION OF ASPHALT CONCRETE PAVEMENT 7. ASPHALT CONCRETE PAVEMENT RECYCLING 8. RIGID PAVEMENT DESIGN 9. REINFORCEMENT OF PORTLAND CEMENT CONCRETE PAVEMENT 10. MATERIALS, PRODUCTION AND MIXING FOR PORTLAND CEMENT PAVEMENT 11. SOIL STABILIZATION FOR PAVEMENTS
Introductory technical guidance for civil engineers interested in pavement drainage. Here is what is discussed: 1. INTRODUCTION 2. FLOW OF WATER THROUGH SOILS 3. QUANTITY AND RATE OF SUBSURFACE FLOW 4. USE OF DRAINAGE LAYERS 5. USE OF FILTERS 6 USE OF SEPARATION LAYERS 7. USE OF GEOTEXTILES.
Introductory technical guidance for civil engineers, highway engineers and other professional engineers and construction managers interested in pavement drainage for streets and highways. Here is what is discussed: 1. INTRODUCTION, 2. FLOW OF WATER THROUGH SOILS, 3. QUANTITY AND RATE OF SUBSURFACE FLOW, 4. USE OF DRAINAGE LAYERS, 5. USE OF FILTERS, 6 USE OF SEPARATION LAYERS, 7. USE OF GEOTEXTILES.
Introductory technical guidance for civil engineers interested in subsurface drainage for pavements. Here is what is discussed: 1. INTRODUCTION 2. PRINCIPLES OF PAVEMENT DRAINAGE 3. DESIGN OF THE PAVEMENT SUBSURFACE DRAINAGE SYSTEM 4. CONSTRUCTION OF THE DRAINAGE LAYER 5. COLLLECTOR DRAINS 6. GLOSSARY.
Introductory technical guidance for civil engineers and other professional engineers and construction managers interested in utilization of geotextiles in infrastructure. Here is what is discussed: 1. GEOTEXTILES IN EROSION CONTROL 2. GEOTEXTILES IN PAVEMENT AND DRAINAGE 3.. GEOTEXTILES IN SOIL WALL REINFORCEMENT.
Introductory technical guidance for civil and geotechnical engineers and construction managers interested in strengthening and improvement of subgrades for street and highway pavements. Here is what is discussed: 1. INTRODUCTION 2. CHARACTERISTICS OF STABILIZED SOILS 3. THICK GRANULAR LAYERS 4. GEOTEXTILES AND GEOGRIDS 5. ADMIXTURE STABILIZATION 6. SOIL ENCAPSULATION 7. LIGHTWEIGHT FILL 8. RECYCLE.
Introductory technical guidance for civil engineers and other professional engineers and construction managers interested in permeable concrete pavements. Here is what is discussed: 1. BACKGROUND, 2. DESIGN, 3. CONSTRUCTION, 4. MAINTENANCE, 5. PERFORMANCE, 6. REFERENCES.
Geosynthetics can, and have, played a pivotal role in providing the primary functions of filtration, drainage and erosion control. Within each category this book counterpoints the design, testing and performance of the various materials against one another. The facilitation of filtration by a number of different woven and non–woven geotextiles is discussed. Design is centred around a balance between open voids [for adequate permeability] and closed voids [for proper soil retention]. This balance is compromised by long term clogging or soil loss from either the upstream soil particles or by the nature of the permeating fluid. This is a major focal area of the book. One solution to excessive filter clogging is to open up the geotextile's voids and allow sediments and micro–organisms in the permeating fluid to pass through. The challenge then becomes the design and potential clogging of the drain. The drainage aspect of geosynthetics is the second focal area. Erosion control is closely related to both filtration and drainage. The tremendous design problems, and equally large repair problems on all types of facilities, are addressed. Highway slopes, earth dams, landfill covers and solid waste daily covers are a few common situations.