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Applications of palaeontology : techniques and case studies / / Robert Wynn Jones [[electronic resource]]
| Applications of palaeontology : techniques and case studies / / Robert Wynn Jones [[electronic resource]] |
| Autore | Jones Robert Wynn |
| Pubbl/distr/stampa | Cambridge : , : Cambridge University Press, , 2011 |
| Descrizione fisica | 1 online resource (xiv, 406 pages) : digital, PDF file(s) |
| Disciplina | 560.72 |
| Soggetto topico |
Paleontology - Research
Earth sciences - Research Engineering geology - Research |
| ISBN |
1-139-15285-8
1-107-22123-4 1-108-44697-3 1-283-34246-4 9786613342461 0-511-79375-8 1-139-16140-7 1-139-15583-0 1-139-15758-2 1-139-15935-6 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | ; 1. Work-flows in applied palaeontology; ; 2. Biostratigraphy and allied disciplines, and stratigraphic time-scales; ; 3. Palaeobiology; ; 4. Sequence stratigraphy; ; 5. Petroleum geology; ; 6. Mineral exploration and exploitation; ; 7. Coal geology and mining; ; 8. Engineering geology; ; 9. Environmental science; ; 10. Other applications and case studies; References; Index. |
| Record Nr. | UNINA-9910457380103321 |
Jones Robert Wynn
|
||
| Cambridge : , : Cambridge University Press, , 2011 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Applications of palaeontology : techniques and case studies / / Robert Wynn Jones [[electronic resource]]
| Applications of palaeontology : techniques and case studies / / Robert Wynn Jones [[electronic resource]] |
| Autore | Jones Robert Wynn |
| Pubbl/distr/stampa | Cambridge : , : Cambridge University Press, , 2011 |
| Descrizione fisica | 1 online resource (xiv, 406 pages) : digital, PDF file(s) |
| Disciplina | 560.72 |
| Soggetto topico |
Paleontology - Research
Earth sciences - Research Engineering geology - Research |
| ISBN |
1-139-15285-8
1-107-22123-4 1-108-44697-3 1-283-34246-4 9786613342461 0-511-79375-8 1-139-16140-7 1-139-15583-0 1-139-15758-2 1-139-15935-6 |
| Classificazione | SCI054000 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | ; 1. Work-flows in applied palaeontology; ; 2. Biostratigraphy and allied disciplines, and stratigraphic time-scales; ; 3. Palaeobiology; ; 4. Sequence stratigraphy; ; 5. Petroleum geology; ; 6. Mineral exploration and exploitation; ; 7. Coal geology and mining; ; 8. Engineering geology; ; 9. Environmental science; ; 10. Other applications and case studies; References; Index. |
| Record Nr. | UNINA-9910781572203321 |
|
Jones Robert Wynn
|
||
| Cambridge : , : Cambridge University Press, , 2011 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Applications of palaeontology : techniques and case studies / / Robert Wynn Jones [[electronic resource]]
| Applications of palaeontology : techniques and case studies / / Robert Wynn Jones [[electronic resource]] |
| Autore | Jones Robert Wynn |
| Pubbl/distr/stampa | Cambridge : , : Cambridge University Press, , 2011 |
| Descrizione fisica | 1 online resource (xiv, 406 pages) : digital, PDF file(s) |
| Disciplina | 560.72 |
| Soggetto topico |
Paleontology - Research
Earth sciences - Research Engineering geology - Research |
| ISBN |
1-139-15285-8
1-107-22123-4 1-108-44697-3 1-283-34246-4 9786613342461 0-511-79375-8 1-139-16140-7 1-139-15583-0 1-139-15758-2 1-139-15935-6 |
| Classificazione | SCI054000 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | ; 1. Work-flows in applied palaeontology; ; 2. Biostratigraphy and allied disciplines, and stratigraphic time-scales; ; 3. Palaeobiology; ; 4. Sequence stratigraphy; ; 5. Petroleum geology; ; 6. Mineral exploration and exploitation; ; 7. Coal geology and mining; ; 8. Engineering geology; ; 9. Environmental science; ; 10. Other applications and case studies; References; Index. |
| Record Nr. | UNINA-9910808071203321 |
|
Jones Robert Wynn
|
||
| Cambridge : , : Cambridge University Press, , 2011 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Recommendations for design and analysis of earth structures using geosynthetic reinforcements - EBGEO / / Deutsche Gesellschaft für Geotechnik ; translation by Alan Johnson
| Recommendations for design and analysis of earth structures using geosynthetic reinforcements - EBGEO / / Deutsche Gesellschaft für Geotechnik ; translation by Alan Johnson |
| Pubbl/distr/stampa | Berlin, Germany : , : Wilhelm Ernst & Sohn, Verlag für Architektur und technische Wissenschaften, , [2011] |
| Descrizione fisica | 1 online resource (340 p.) |
| Disciplina | 624.15 |
| Soggetto topico |
Geosynthetics - Research
Engineering geology - Research |
| Soggetto genere / forma | Electronic books. |
| ISBN |
3-433-60146-1
1-283-43212-9 9786613432124 1-62198-080-4 3-433-60093-7 3-433-60147-X |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Title Page; Preface to the English edition; Notes for the User; 1 Introduction to the Recommendations and their Application Principles; 1.1 National and International Regulations; 1.2 Types of Analysis and Limit States using the Partial Safety Factor Approach; 1.2.1 New Standards Generation and Transitional Regulations; 1.2.2 Effects and Resistances; 1.2.3 Limit States; 1.2.4 Applying EBGEO in Conjunction with DIN EN 1997-1; 1.3 Examples of Reinforced Earth Structures; 1.4 General Definitions Reinforced fill or reinforced earth structures; 2 Demands on Materials; 2.1 Soil
2.1.1 Ground Investigation2.1.2 Fill Soil; 2.1.2.1 Soil Mechanics Demands; 2.1.2.1.1 Predominantly Statically Loaded Structures; 2.1.2.1.2 Predominantly Dynamically Loaded Structures; 2.1.2.2 Soil Chemistry Demands; 2.1.2.3 Execution; 2.1.3 Back-fill and Cover-fill Soils; 2.2 Geosynthetics; 2.2.1 General Recommendations; 2.2.2 Raw Materials; 2.2.3 Product Properties and Demands; 2.2.4 Testing and Reduction Factors; 2.2.4.1 General Recommendations; 2.2.4.2 Product Identification (DIN EN ISO 10320); 2.2.4.3 Mass Per Unit Area (DIN EN ISO 9864); 2.2.4.4 Short-term Load-Extenson Behaviour 2.2.4.4.1 Tensile Strength and Strain (DIN EN ISO 10319)2.2.4.4.2 Axial Stiffness; 2.2.4.4.3 Uniaxial and Biaxial Reinforcement; 2.2.4.4.4 Serviceability Limit State/Strain Behaviour; 2.2.4.5 Long-term Load-Extension Behaviour (Creep Rupture, Creep); 2.2.4.5.1 General Recommendations; 2.2.4.5.2 Determining Reduction Factor A1 from Creep Testing; 2.2.4.5.3 Reduction Factor A1 for Creep Failure Behaviour; 2.2.4.5.4 Identifying Long-term Strain Behaviour by Evaluating Isochrones; 2.2.4.6 Resistance to Mechanical Damage During Installation 2.2.4.6.1 General Recommendations 2.2.4.6.1 General Recommendations2.2.4.6.2 Reduction Factor A2 for Damage to Geosynthetics During Transportation, Installation and Compaction; 2.2.4.6.3 In-situ Testing; 2.2.4.6.4 Laboratory Testing (DIN EN ISO 10722); 2.2.4.7 Joins and Connections; 2.2.4.7.1 General Recommendations; 2.2.4.7.2 Reduction Factor A3 for Junctions, Joins, Seams and Connections to Other Structural Elements; 2.2.4.7.3 Determining the Reduction Factor A3 by Testing; 2.2.4.8 Chemical Resistance; 2.2.4.8.1 Reduction Factor A4 for Environmental Chemical Impacts; 2.2.4.8.2 Determining Chemical Resistance by Testing 2.2.4.9 Additional Environmental Impacts2.2.4.9.1 Microbiological Resistance; 2.2.4.9.2 Biological Resistance and Vandalism; 2.2.4.9.3 Weathering Resistance (UV Resistance); 2.2.4.10 Effects of Predominantly Dynamic Actions; 2.2.4.10.1 Reduction Factor A5 for Predominantly Dynamic Actions; 2.2.4.10.2 Determining the Reduction Factor A5 for Predominantly Dynamic Actions by Testing; 2.2.4.11 Friction and Composite Behaviour; 2.2.4.11.1 General Recommendations; 2.2.4.11.2 Determining Composite Coefficients by Testing; 2.3 Bibliography; 3 Analysis Principles; 3.1 General Principles 3.2 Allocation of Geosynthetic-reinforced Structures to Geotechnical Categories |
| Record Nr. | UNINA-9910139724103321 |
| Berlin, Germany : , : Wilhelm Ernst & Sohn, Verlag für Architektur und technische Wissenschaften, , [2011] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Recommendations for design and analysis of earth structures using geosynthetic reinforcements - EBGEO / / Deutsche Gesellschaft für Geotechnik ; translation by Alan Johnson
| Recommendations for design and analysis of earth structures using geosynthetic reinforcements - EBGEO / / Deutsche Gesellschaft für Geotechnik ; translation by Alan Johnson |
| Pubbl/distr/stampa | Berlin, Germany : , : Wilhelm Ernst & Sohn, Verlag für Architektur und technische Wissenschaften, , [2011] |
| Descrizione fisica | 1 online resource (340 p.) |
| Disciplina | 624.15 |
| Soggetto topico |
Geosynthetics - Research
Engineering geology - Research |
| ISBN |
3-433-60146-1
1-283-43212-9 9786613432124 1-62198-080-4 3-433-60093-7 3-433-60147-X |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Title Page; Preface to the English edition; Notes for the User; 1 Introduction to the Recommendations and their Application Principles; 1.1 National and International Regulations; 1.2 Types of Analysis and Limit States using the Partial Safety Factor Approach; 1.2.1 New Standards Generation and Transitional Regulations; 1.2.2 Effects and Resistances; 1.2.3 Limit States; 1.2.4 Applying EBGEO in Conjunction with DIN EN 1997-1; 1.3 Examples of Reinforced Earth Structures; 1.4 General Definitions Reinforced fill or reinforced earth structures; 2 Demands on Materials; 2.1 Soil
2.1.1 Ground Investigation2.1.2 Fill Soil; 2.1.2.1 Soil Mechanics Demands; 2.1.2.1.1 Predominantly Statically Loaded Structures; 2.1.2.1.2 Predominantly Dynamically Loaded Structures; 2.1.2.2 Soil Chemistry Demands; 2.1.2.3 Execution; 2.1.3 Back-fill and Cover-fill Soils; 2.2 Geosynthetics; 2.2.1 General Recommendations; 2.2.2 Raw Materials; 2.2.3 Product Properties and Demands; 2.2.4 Testing and Reduction Factors; 2.2.4.1 General Recommendations; 2.2.4.2 Product Identification (DIN EN ISO 10320); 2.2.4.3 Mass Per Unit Area (DIN EN ISO 9864); 2.2.4.4 Short-term Load-Extenson Behaviour 2.2.4.4.1 Tensile Strength and Strain (DIN EN ISO 10319)2.2.4.4.2 Axial Stiffness; 2.2.4.4.3 Uniaxial and Biaxial Reinforcement; 2.2.4.4.4 Serviceability Limit State/Strain Behaviour; 2.2.4.5 Long-term Load-Extension Behaviour (Creep Rupture, Creep); 2.2.4.5.1 General Recommendations; 2.2.4.5.2 Determining Reduction Factor A1 from Creep Testing; 2.2.4.5.3 Reduction Factor A1 for Creep Failure Behaviour; 2.2.4.5.4 Identifying Long-term Strain Behaviour by Evaluating Isochrones; 2.2.4.6 Resistance to Mechanical Damage During Installation 2.2.4.6.1 General Recommendations 2.2.4.6.1 General Recommendations2.2.4.6.2 Reduction Factor A2 for Damage to Geosynthetics During Transportation, Installation and Compaction; 2.2.4.6.3 In-situ Testing; 2.2.4.6.4 Laboratory Testing (DIN EN ISO 10722); 2.2.4.7 Joins and Connections; 2.2.4.7.1 General Recommendations; 2.2.4.7.2 Reduction Factor A3 for Junctions, Joins, Seams and Connections to Other Structural Elements; 2.2.4.7.3 Determining the Reduction Factor A3 by Testing; 2.2.4.8 Chemical Resistance; 2.2.4.8.1 Reduction Factor A4 for Environmental Chemical Impacts; 2.2.4.8.2 Determining Chemical Resistance by Testing 2.2.4.9 Additional Environmental Impacts2.2.4.9.1 Microbiological Resistance; 2.2.4.9.2 Biological Resistance and Vandalism; 2.2.4.9.3 Weathering Resistance (UV Resistance); 2.2.4.10 Effects of Predominantly Dynamic Actions; 2.2.4.10.1 Reduction Factor A5 for Predominantly Dynamic Actions; 2.2.4.10.2 Determining the Reduction Factor A5 for Predominantly Dynamic Actions by Testing; 2.2.4.11 Friction and Composite Behaviour; 2.2.4.11.1 General Recommendations; 2.2.4.11.2 Determining Composite Coefficients by Testing; 2.3 Bibliography; 3 Analysis Principles; 3.1 General Principles 3.2 Allocation of Geosynthetic-reinforced Structures to Geotechnical Categories |
| Record Nr. | UNISA-996217893103316 |
| Berlin, Germany : , : Wilhelm Ernst & Sohn, Verlag für Architektur und technische Wissenschaften, , [2011] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. di Salerno | ||
| ||
Recommendations for design and analysis of earth structures using geosynthetic reinforcements - EBGEO / / Deutsche Gesellschaft für Geotechnik ; translation by Alan Johnson
| Recommendations for design and analysis of earth structures using geosynthetic reinforcements - EBGEO / / Deutsche Gesellschaft für Geotechnik ; translation by Alan Johnson |
| Pubbl/distr/stampa | Berlin, Germany : , : Wilhelm Ernst & Sohn, Verlag für Architektur und technische Wissenschaften, , [2011] |
| Descrizione fisica | 1 online resource (340 p.) |
| Disciplina | 624.15 |
| Soggetto topico |
Geosynthetics - Research
Engineering geology - Research |
| ISBN |
3-433-60146-1
1-283-43212-9 9786613432124 1-62198-080-4 3-433-60093-7 3-433-60147-X |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Title Page; Preface to the English edition; Notes for the User; 1 Introduction to the Recommendations and their Application Principles; 1.1 National and International Regulations; 1.2 Types of Analysis and Limit States using the Partial Safety Factor Approach; 1.2.1 New Standards Generation and Transitional Regulations; 1.2.2 Effects and Resistances; 1.2.3 Limit States; 1.2.4 Applying EBGEO in Conjunction with DIN EN 1997-1; 1.3 Examples of Reinforced Earth Structures; 1.4 General Definitions Reinforced fill or reinforced earth structures; 2 Demands on Materials; 2.1 Soil
2.1.1 Ground Investigation2.1.2 Fill Soil; 2.1.2.1 Soil Mechanics Demands; 2.1.2.1.1 Predominantly Statically Loaded Structures; 2.1.2.1.2 Predominantly Dynamically Loaded Structures; 2.1.2.2 Soil Chemistry Demands; 2.1.2.3 Execution; 2.1.3 Back-fill and Cover-fill Soils; 2.2 Geosynthetics; 2.2.1 General Recommendations; 2.2.2 Raw Materials; 2.2.3 Product Properties and Demands; 2.2.4 Testing and Reduction Factors; 2.2.4.1 General Recommendations; 2.2.4.2 Product Identification (DIN EN ISO 10320); 2.2.4.3 Mass Per Unit Area (DIN EN ISO 9864); 2.2.4.4 Short-term Load-Extenson Behaviour 2.2.4.4.1 Tensile Strength and Strain (DIN EN ISO 10319)2.2.4.4.2 Axial Stiffness; 2.2.4.4.3 Uniaxial and Biaxial Reinforcement; 2.2.4.4.4 Serviceability Limit State/Strain Behaviour; 2.2.4.5 Long-term Load-Extension Behaviour (Creep Rupture, Creep); 2.2.4.5.1 General Recommendations; 2.2.4.5.2 Determining Reduction Factor A1 from Creep Testing; 2.2.4.5.3 Reduction Factor A1 for Creep Failure Behaviour; 2.2.4.5.4 Identifying Long-term Strain Behaviour by Evaluating Isochrones; 2.2.4.6 Resistance to Mechanical Damage During Installation 2.2.4.6.1 General Recommendations 2.2.4.6.1 General Recommendations2.2.4.6.2 Reduction Factor A2 for Damage to Geosynthetics During Transportation, Installation and Compaction; 2.2.4.6.3 In-situ Testing; 2.2.4.6.4 Laboratory Testing (DIN EN ISO 10722); 2.2.4.7 Joins and Connections; 2.2.4.7.1 General Recommendations; 2.2.4.7.2 Reduction Factor A3 for Junctions, Joins, Seams and Connections to Other Structural Elements; 2.2.4.7.3 Determining the Reduction Factor A3 by Testing; 2.2.4.8 Chemical Resistance; 2.2.4.8.1 Reduction Factor A4 for Environmental Chemical Impacts; 2.2.4.8.2 Determining Chemical Resistance by Testing 2.2.4.9 Additional Environmental Impacts2.2.4.9.1 Microbiological Resistance; 2.2.4.9.2 Biological Resistance and Vandalism; 2.2.4.9.3 Weathering Resistance (UV Resistance); 2.2.4.10 Effects of Predominantly Dynamic Actions; 2.2.4.10.1 Reduction Factor A5 for Predominantly Dynamic Actions; 2.2.4.10.2 Determining the Reduction Factor A5 for Predominantly Dynamic Actions by Testing; 2.2.4.11 Friction and Composite Behaviour; 2.2.4.11.1 General Recommendations; 2.2.4.11.2 Determining Composite Coefficients by Testing; 2.3 Bibliography; 3 Analysis Principles; 3.1 General Principles 3.2 Allocation of Geosynthetic-reinforced Structures to Geotechnical Categories |
| Record Nr. | UNINA-9910830270503321 |
| Berlin, Germany : , : Wilhelm Ernst & Sohn, Verlag für Architektur und technische Wissenschaften, , [2011] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
