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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 |
|---|---|
| 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 |
MARC
| LEADER | 00000cam a2200000 i 4500 | ||
|---|---|---|---|
| 001 | SCIDIR_ocn894117938 | ||
| 003 | OCoLC | ||
| 005 | 20231120111851.0 | ||
| 006 | m o d | ||
| 007 | cr cnu---unuuu | ||
| 008 | 141031s1991 enka ob 101 0 eng d | ||
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| 019 | |a 895436352 |a 896845895 |a 1099788012 | ||
| 020 | |a 9781483292533 |q (electronic bk.) | ||
| 020 | |a 1483292533 |q (electronic bk.) | ||
| 020 | |z 9781851666447 | ||
| 020 | |z 1851666443 | ||
| 035 | |a (OCoLC)894117938 |z (OCoLC)895436352 |z (OCoLC)896845895 |z (OCoLC)1099788012 | ||
| 050 | 4 | |a TD795.7 |b .L343 1991eb | |
| 072 | 7 | |a TEC |x 010000 |2 bisacsh | |
| 082 | 0 | 4 | |a 628.4/4564 |2 22 |
| 245 | 0 | 0 | |a Landfill closures : |b geosynthetics, interface friction, and new developments / |c edited by R.M. Koerner. |
| 264 | 1 | |a London ; |a New York : |b Elsevier Applied Science, |c [1991] | |
| 264 | 2 | |a New York, NY, USA : |b Sole distributor in the USA and Canada, Elsevier Science Pub. Co. | |
| 264 | 4 | |c �1991 | |
| 300 | |a 1 online resource (x, 257 pages) : |b illustrations | ||
| 336 | |a text |b txt |2 rdacontent | ||
| 337 | |a computer |b c |2 rdamedia | ||
| 338 | |a online resource |b cr |2 rdacarrier | ||
| 500 | |a "Reprinted from Geotextiles and geomembranes, vol. 10, nos. 5-6." | ||
| 500 | |a "This volume consists of papers and discussions presented at a seminar on Landfill closures-geosynthetics, interface friction, and new developments, held at the Geosynthetic Research Institute, Drexel University, Philadelphia, PA, USA, 13-14, December 1990." | ||
| 504 | |a Includes bibliographical references and index. | ||
| 588 | 0 | |a Print version record. | |
| 505 | 0 | |a 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. | |
| 505 | 8 | |a 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. | |
| 505 | 8 | |a 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. | |
| 505 | 8 | |a 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. | |
| 505 | 8 | |a 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. | |
| 520 | |a 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 interfaces that are involved in solid waste facilities is not established, & starf; there are numerous long term geosynthetic stability and durability issues that must be addressed, and & starf; there are an extremely large number of sites that require proper closure. These topics are addressed in the three sessions. | ||
| 650 | 0 | |a Landfill final covers |v Congresses. | |
| 650 | 0 | |a Geosynthetics |v Congresses. | |
| 650 | 6 | |a D�echarges contr�ol�ees |0 (CaQQLa)201-0300164 |x Couvertures finales |0 (CaQQLa)201-0300164 |v Congr�es. |0 (CaQQLa)201-0378219 | |
| 650 | 6 | |a G�eosynth�etiques |0 (CaQQLa)201-0124353 |v Congr�es. |0 (CaQQLa)201-0378219 | |
| 650 | 7 | |a TECHNOLOGY & ENGINEERING |x Environmental |x General. |2 bisacsh | |
| 650 | 7 | |a Geosynthetics |2 fast |0 (OCoLC)fst00941121 | |
| 650 | 7 | |a Landfill final covers |2 fast |0 (OCoLC)fst00991681 | |
| 655 | 2 | |a Congress |0 (DNLM)D016423 | |
| 655 | 7 | |a proceedings (reports) |2 aat |0 (CStmoGRI)aatgf300027316 | |
| 655 | 7 | |a Conference papers and proceedings |2 fast |0 (OCoLC)fst01423772 | |
| 655 | 7 | |a Conference papers and proceedings. |2 lcgft | |
| 655 | 7 | |a Actes de congr�es. |2 rvmgf |0 (CaQQLa)RVMGF-000001049 | |
| 700 | 1 | |a Koerner, Robert M., |d 1933- |e editor. | |
| 730 | 0 | |a Geotextiles and geomembranes. | |
| 776 | 0 | 8 | |i Print version: |t Landfill closures |z 1851666443 |w (DLC) 91013074 |w (OCoLC)23584252 |
| 856 | 4 | 0 | |u https://sciencedirect.uam.elogim.com/science/book/9781851666447 |z Texto completo |