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Landfill closures : geosynthetics, interface friction, and new developments /
The closure [capping] of completed or abandoned solid waste facilities present particular challenges, for example: & starf; there usually exists a very uncertain and random subsidence behaviour of the existing waste beneath the closure, & starf; the friction behaviour of the various interfac...
| Clasificación: | Libro Electrónico |
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| Otros Autores: | |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
London ; New York :
Elsevier Applied Science,
[1991]
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| Temas: | |
| Acceso en línea: | Texto completo |
Tabla de Contenidos:
- Front Cover; Landfill Closures: Geosynthetics, Interface Friction and New Developments; Copyright Page; Foreword; Acknowledgements; Table of Contents; SESSION I: GEOSYNTHETICS IN LANDFILL CLOSURES; Chapter 1. RCRA Cover Systems for Waste Management in Facilities; ABSTRACT; INTRODUCTION; RECOMMENDED DESIGN FOR SUBTITLE C; ALTERNATIVE DESIGNS; SUMMARY; REFERENCES; Chapter 2. CERCLA Landfill Closures: Construction Considerations; ABSTRACT; 1 INTRODUCTION; 2 CERCLA; 3 DESIGN CONSIDERATIONS; 4 PREPARATION AND PLACEMENT; 5 HANDLING OF GEOSYNTHETICS; 6 QUALITY CONTROL/QUALITY ASSURANCE; REFERENCES.
- Chapter 3. Geosynthetics in Landfill Closures: Design ConsiderationsABSTRACT; INTRODUCTION; GENERAL STABILITY; REDUCTION OF INFILTRATION; DESIGN DETAILS; SUMMARY; Chapter 4. Addressing the Special Concerns of Landfill Closures: VLDPE and Textured Geomembranes; ABSTRACT; INTRODUCTION; VERY LOW DENSITY POLYETHYLENE (VLDPE) LINERS; TEXTURED POLYETHYLENE LINERS; APPLICATION CONCERNS AND POSSIBILITIES IN CLOSURES WITH VLDPE AND TEXTURED MEMBRANES; REFERENCES; APPENDIX: EXPERIMENTAL STUDIES CORRELATING INCLINE BLOCK FRICTION WITH TEXTURE ASPERITY HEIGHTS; Chapter 5. Field Seaming of VLDPE; ABSTRACT.
- PROPERTIES OF VLDPESEAMING OF VLDPE; FIELD CONSIDERATIONS DURING SEAMING; SEAMING EQUIPMENT MAINTENANCE; COMMENT ON AIR PRESSURE TESTING; SUMMARY; Chapter 6. A New High Friction HDPE Geomembrane; ABSTRACT; BACKGROUND; THE MANUFACTURING PROCESS; PRODUCT CHARACTERISTICS; CONCLUSIONS; Chapter 7. CSPE/Geotextile Geocomposites; ABSTRACT; INTRODUCTION; CURRENT LANDFILL CAP MINIMUM REQUIREMENTS; PROBLEM AREAS AFFECTING LANDFILL CLOSURE DESIGN; CSPE/GEOTEXTILE GEOCOMPOSITE DESIGNED FOR LANDFILL CLOSURE; SPECIAL LABORATORY TEST METHODS AND RESULTS; DIRECT SHEAR TESTING.
- LARGE-SCALE HYDROSTATIC POINT STRESSINGMULTIAXIAL STRESS-STRAIN TESTING; SUMMARY; REFERENCES; Chapter 8. Geotextiles in Landfill Closures; ABSTRACT; INTRODUCTION; STABILIZATION OF LANDFILL SURFACE FOR FINAL COVER CONSTRUCTION; GAS VENT LAYERS; GEOMEMBRANE PROTECTION; PORE WATER DISSIPATION AND FRICTION IMPROVEMENT BETWEEN GEOMEMBRANE AND COHESIVE SOILS; FILTERS FOR SOIL DRAINAGE LAYERS; SEPARATION MEDIA FOR BIOTIC BARRIER LAYERS; PROTECTIVE SURFACE LAYERS; OTHER SELECTION CONSIDERATIONS; SPECIFICATIONS; CONCLUDING REMARKS; REFERENCES; Chapter 9. Geogrid Reinforcement in Landfill Closures.
- ABSTRACTINTRODUCTION; GEOMEMBRANE STRESS-STRAIN BEHAVIOR; COVER SOIL REINFORCEMENT/VENEER STABILITY; LINER SUPPORT; GEOGRID PROPERTIES, DESIGN AND PERFORMANCE; CONCLUSIONS; ACKNOWLEDGEMENTS; REFERENCES; Chapter 10. Geonets in Landfill Closures- Case History; ABSTRACT; INTRODUCTION; SITE LOCATION; SITE HISTORY; CLOSURE PLAN; GEONET DESIGN CONSIDERATIONS; GEONET CONSTRUCTION; SITE DRAINAGE; CONSTRUCTION QUALITY ASSURANCE; SUMMARY; SESSION II: INTERFACE FRICTION CONSIDERATIONS; Chapter 11. Interface Friction: An Owner's Perspective; ABSTRACT; INTRODUCTION; DESIGN ISSUES; CONSTRUCTION ISSUES.