Erwin Gartung / Robert M. Koerner / Helmut Zanzinger (eds.)
Geosynthetic Clay Liners
Proceedings of the International Symposium, Nuremberg, Germany, 16-17 April 2002
Herausgeber: Gartung, Erwin; Zanzinger, Helmut; Koerner, Robert M.
Erwin Gartung / Robert M. Koerner / Helmut Zanzinger (eds.)
Geosynthetic Clay Liners
Proceedings of the International Symposium, Nuremberg, Germany, 16-17 April 2002
Herausgeber: Gartung, Erwin; Zanzinger, Helmut; Koerner, Robert M.
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This text, based on an international symposium held in 1994, covers geosynthetic clay liners (GCL), a type of geosynthetic material which blends natural soil and geosynthetics in the form of a composite barrier-system. Environmental applications h...
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This text, based on an international symposium held in 1994, covers geosynthetic clay liners (GCL), a type of geosynthetic material which blends natural soil and geosynthetics in the form of a composite barrier-system. Environmental applications h...
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Hinweis: Dieser Artikel kann nur an eine deutsche Lieferadresse ausgeliefert werden.
Produktdetails
- Produktdetails
- Verlag: CRC Press
- Seitenzahl: 254
- Erscheinungstermin: 1. Januar 1995
- Englisch
- Abmessung: 260mm x 183mm x 18mm
- Gewicht: 679g
- ISBN-13: 9789054105190
- ISBN-10: 9054105194
- Artikelnr.: 54606073
- Herstellerkennzeichnung
- Books on Demand GmbH
- In de Tarpen 42
- 22848 Norderstedt
- info@bod.de
- 040 53433511
- Verlag: CRC Press
- Seitenzahl: 254
- Erscheinungstermin: 1. Januar 1995
- Englisch
- Abmessung: 260mm x 183mm x 18mm
- Gewicht: 679g
- ISBN-13: 9789054105190
- ISBN-10: 9054105194
- Artikelnr.: 54606073
- Herstellerkennzeichnung
- Books on Demand GmbH
- In de Tarpen 42
- 22848 Norderstedt
- info@bod.de
- 040 53433511
Robert M. Koerner, Ph.D., P.E. H. L. Bowman Professor of Civil Engineering and Director GRl Geosynthetic Research Institute Drexel University West Wing - Rush Building 10 Philadelphia, PA 19104USA. Dr.-Ing. Erwin GartungLGA-GrundbauinstitutTillystraBe 2D - 90431 Nuremberg Germany. Dipl.-Ing. Helmut ZanzingerLGA-Grundbau institut TillystraBe 2D - 90431 Nuremberg Germany.
Preface
R. M. Koerner, E. Gartung & H. Z,anzinger
Foreword /R. Floss
1 Regulatory perspectives
On the equivalency of landfill liner systems
The state of discussions in Germany /K. Stief
US EPA experiences with geosynthetic clay liners /D. A. Carson
2 Fundamentals
Characteristics and sealing effect of bentonites /F. Madsen & R. Niiesch
Properties and test methods to assess bentonite used in geosynthetic clay liners /T. Egloffstein
A suggested methodology for assessing the technical equivalency of GCLs to CCLs /R. M. Koerner & D. E. Daniel
3 Testing and design
Basic examination on the efficiency of GCLs /D. Heyer
V1 Geosynthetic clay liners
Guidelines on the use of liners in highway construction /H. Rathmayer
Landfill cap designs using geosynthetic clay liners /1. M. Fuller
On the long
term shear behaviour of geosynthetic clay liners (GCLs) in capping sealing systems /G. Heerten, F. Saathoff, C. Scheu & K. P. von Maubeuge
On the slope stability of landfill capping seals using GCLs /D. Alexiew, H. Berkhout & R. Kirschner
4 Applications
Groundwater protection using a GCL at the Franz
Josef
Strauss airport Munich, Germany /G. Heerten
Design and installation of a state
of
the
art landfill liner system /R. Trauger & K. Tewes
Test field for the capping system of the michelshohe landfill /V. Kreit
Capping landfill surfaces and contaminated areas with geomembrane supported clay liners /J. T. Pape & R. B. Erickson
GCL installation in a water protection area for the A96 motorway near Leutkirch, Germany /R. Schmidt
Measurement and control system for the upper basin of the Reisach
Rabenleite pumped storage power station /M. Rau & J. Dressler
5 Closure
Quality assurance in the manufacture and installation of GCLs /H. Z,anzinger
GCL summary and conclusions /E. Gartung
Authors' addresses
Advertisements.
R. M. Koerner, E. Gartung & H. Z,anzinger
Foreword /R. Floss
1 Regulatory perspectives
On the equivalency of landfill liner systems
The state of discussions in Germany /K. Stief
US EPA experiences with geosynthetic clay liners /D. A. Carson
2 Fundamentals
Characteristics and sealing effect of bentonites /F. Madsen & R. Niiesch
Properties and test methods to assess bentonite used in geosynthetic clay liners /T. Egloffstein
A suggested methodology for assessing the technical equivalency of GCLs to CCLs /R. M. Koerner & D. E. Daniel
3 Testing and design
Basic examination on the efficiency of GCLs /D. Heyer
V1 Geosynthetic clay liners
Guidelines on the use of liners in highway construction /H. Rathmayer
Landfill cap designs using geosynthetic clay liners /1. M. Fuller
On the long
term shear behaviour of geosynthetic clay liners (GCLs) in capping sealing systems /G. Heerten, F. Saathoff, C. Scheu & K. P. von Maubeuge
On the slope stability of landfill capping seals using GCLs /D. Alexiew, H. Berkhout & R. Kirschner
4 Applications
Groundwater protection using a GCL at the Franz
Josef
Strauss airport Munich, Germany /G. Heerten
Design and installation of a state
of
the
art landfill liner system /R. Trauger & K. Tewes
Test field for the capping system of the michelshohe landfill /V. Kreit
Capping landfill surfaces and contaminated areas with geomembrane supported clay liners /J. T. Pape & R. B. Erickson
GCL installation in a water protection area for the A96 motorway near Leutkirch, Germany /R. Schmidt
Measurement and control system for the upper basin of the Reisach
Rabenleite pumped storage power station /M. Rau & J. Dressler
5 Closure
Quality assurance in the manufacture and installation of GCLs /H. Z,anzinger
GCL summary and conclusions /E. Gartung
Authors' addresses
Advertisements.
Preface
R. M. Koerner, E. Gartung & H. Z,anzinger
Foreword /R. Floss
1 Regulatory perspectives
On the equivalency of landfill liner systems
The state of discussions in Germany /K. Stief
US EPA experiences with geosynthetic clay liners /D. A. Carson
2 Fundamentals
Characteristics and sealing effect of bentonites /F. Madsen & R. Niiesch
Properties and test methods to assess bentonite used in geosynthetic clay liners /T. Egloffstein
A suggested methodology for assessing the technical equivalency of GCLs to CCLs /R. M. Koerner & D. E. Daniel
3 Testing and design
Basic examination on the efficiency of GCLs /D. Heyer
V1 Geosynthetic clay liners
Guidelines on the use of liners in highway construction /H. Rathmayer
Landfill cap designs using geosynthetic clay liners /1. M. Fuller
On the long
term shear behaviour of geosynthetic clay liners (GCLs) in capping sealing systems /G. Heerten, F. Saathoff, C. Scheu & K. P. von Maubeuge
On the slope stability of landfill capping seals using GCLs /D. Alexiew, H. Berkhout & R. Kirschner
4 Applications
Groundwater protection using a GCL at the Franz
Josef
Strauss airport Munich, Germany /G. Heerten
Design and installation of a state
of
the
art landfill liner system /R. Trauger & K. Tewes
Test field for the capping system of the michelshohe landfill /V. Kreit
Capping landfill surfaces and contaminated areas with geomembrane supported clay liners /J. T. Pape & R. B. Erickson
GCL installation in a water protection area for the A96 motorway near Leutkirch, Germany /R. Schmidt
Measurement and control system for the upper basin of the Reisach
Rabenleite pumped storage power station /M. Rau & J. Dressler
5 Closure
Quality assurance in the manufacture and installation of GCLs /H. Z,anzinger
GCL summary and conclusions /E. Gartung
Authors' addresses
Advertisements.
R. M. Koerner, E. Gartung & H. Z,anzinger
Foreword /R. Floss
1 Regulatory perspectives
On the equivalency of landfill liner systems
The state of discussions in Germany /K. Stief
US EPA experiences with geosynthetic clay liners /D. A. Carson
2 Fundamentals
Characteristics and sealing effect of bentonites /F. Madsen & R. Niiesch
Properties and test methods to assess bentonite used in geosynthetic clay liners /T. Egloffstein
A suggested methodology for assessing the technical equivalency of GCLs to CCLs /R. M. Koerner & D. E. Daniel
3 Testing and design
Basic examination on the efficiency of GCLs /D. Heyer
V1 Geosynthetic clay liners
Guidelines on the use of liners in highway construction /H. Rathmayer
Landfill cap designs using geosynthetic clay liners /1. M. Fuller
On the long
term shear behaviour of geosynthetic clay liners (GCLs) in capping sealing systems /G. Heerten, F. Saathoff, C. Scheu & K. P. von Maubeuge
On the slope stability of landfill capping seals using GCLs /D. Alexiew, H. Berkhout & R. Kirschner
4 Applications
Groundwater protection using a GCL at the Franz
Josef
Strauss airport Munich, Germany /G. Heerten
Design and installation of a state
of
the
art landfill liner system /R. Trauger & K. Tewes
Test field for the capping system of the michelshohe landfill /V. Kreit
Capping landfill surfaces and contaminated areas with geomembrane supported clay liners /J. T. Pape & R. B. Erickson
GCL installation in a water protection area for the A96 motorway near Leutkirch, Germany /R. Schmidt
Measurement and control system for the upper basin of the Reisach
Rabenleite pumped storage power station /M. Rau & J. Dressler
5 Closure
Quality assurance in the manufacture and installation of GCLs /H. Z,anzinger
GCL summary and conclusions /E. Gartung
Authors' addresses
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