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Recommendations on piling : (EA-Pfähle) / / edited by German Geotechnical Society
| Recommendations on piling : (EA-Pfähle) / / edited by German Geotechnical Society |
| Pubbl/distr/stampa | Berlin, Germany : , : Wiley : : , : Wilhelm Ernst & Sohn, , 2014 |
| Descrizione fisica | 1 online resource (497 p.) |
| Disciplina | 624.154 |
| Collana | Ernst & Sohn Series on Geotechnical Engineering |
| Soggetto topico |
Piling (Civil engineering)
Soil mechanics - Mathematical models |
| ISBN |
3-433-60411-8
3-433-60413-4 3-433-60414-2 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Cover; Title page; Members of the AK 2.1 Piling Committee of the German Geotechnical Society; Preface of the English Version of the Recommendations of the Piling Committee of the German Geotechnical Society; Preface of the 2nd German edition; Inhaltsverzeichnis; 1 Introduction to the Recommendations and their Application Principles; 1.1 National and International Regulations for Piling Works; 1.2 Types of Analysis and Limit States using the Partial Safety Factor Approach; 1.2.1 New standards generation and their application to pile foundations; 1.2.2 Actions, effects and resistances
1.2.3 Limit states and national application of the EC 7-1 German Handbook1.2.4 Transitional regulations for applying of the Recommendations on Piling in conjunction with the EC 7-1 German Handbook; 1.3 Planning and Testing Pile Foundations; 2 Pile Systems; 2.1 Overview and Classification into Pile Systems; 2.2 Pile Construction; 2.2.1 Bored piles; 2.2.1.1 Cased bored piles; 2.2.1.2 Unsupported excavations; 2.2.1.3 Fluid-supported excavations; 2.2.1.4 Soil-supported, continuous flight auger bored piles; 2.2.1.5 Soil-supported, partial flight auger bored piles 2.2.1.6 Bored piles with enlarged bases2.2.1.7 Diaphragm wall elements/barettes; 2.2.2 Prefabricated driven piles; 2.2.2.1 Introduction; 2.2.2.2 Precast driven concrete piles; 2.2.2.3 Prefabricated driven steel and cast-iron piles; 2.2.2.4 Prefabricated driven timber piles; 2.2.3 Cast-in-place concrete piles; 2.2.3.1 Cast-in-place concrete piles with internal driving tube (Franki pile); 2.2.3.2 Cast-in-place top-driven piles (e.g. Simplex piles); 2.2.4 Screw piles (full displacement bored piles); 2.2.4.1 Introduction; 2.2.4.2 Atlas piles; 2.2.4.3 Fundex piles; 2.2.5 Grouted displacement piles 2.2.5.1 Pressure-grouted piles2.2.5.2 Vibro-injection piles; 2.2.6 Micropiles; 2.2.7 Tubular grouted piles; 2.3 Foundation elements similar to piles; 3 Pile Foundation Design and Analysis Principles; 3.1 Pile Foundation Systems; 3.1.1 Single pile solutions; 3.1.2 Pile grillages; 3.1.3 Pile groups; 3.1.4 Piled raft foundations; 3.2 Geotechnical Investigations for Pile Foundations; 3.3 Classification of Soils for Pile Foundations; 3.4 Pile Systems for the Execution of Excavations and for Retaining Structures; 3.4.1 General; 3.4.2 Pile configurations 3.4.3 Pile systems and special execution requirements3.4.4 Design; 3.4.5 Reinforcement; 3.4.6 Concrete; 3.4.7 Impermeability of bored pile walls; 3.5 Piles for the Stabilisation of Slopes; 3.6 Use of sacrificial Linings; 4 Actions and Effects; 4.1 Introduction; 4.2 Pile Foundation Loads Imposed by the Structure; 4.3 Installation Effects on Piles; 4.4 Negative Skin Friction; 4.4.1 Introduction; 4.4.2 Determination of the characteristic action from negative skin friction; 4.4.3 Determination of the design values of actions or effects and method of verification 4.4.4 Skin friction as a result of heave in the vicinity of the pile |
| Record Nr. | UNINA-9910138980903321 |
| Berlin, Germany : , : Wiley : : , : Wilhelm Ernst & Sohn, , 2014 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Recommendations on piling : (EA-Pfähle) / / edited by German Geotechnical Society
| Recommendations on piling : (EA-Pfähle) / / edited by German Geotechnical Society |
| Pubbl/distr/stampa | Berlin, Germany : , : Wiley : : , : Wilhelm Ernst & Sohn, , 2014 |
| Descrizione fisica | 1 online resource (497 p.) |
| Disciplina | 624.154 |
| Collana | Ernst & Sohn Series on Geotechnical Engineering |
| Soggetto topico |
Piling (Civil engineering)
Soil mechanics - Mathematical models |
| ISBN |
3-433-60411-8
3-433-60413-4 3-433-60414-2 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Cover; Title page; Members of the AK 2.1 Piling Committee of the German Geotechnical Society; Preface of the English Version of the Recommendations of the Piling Committee of the German Geotechnical Society; Preface of the 2nd German edition; Inhaltsverzeichnis; 1 Introduction to the Recommendations and their Application Principles; 1.1 National and International Regulations for Piling Works; 1.2 Types of Analysis and Limit States using the Partial Safety Factor Approach; 1.2.1 New standards generation and their application to pile foundations; 1.2.2 Actions, effects and resistances
1.2.3 Limit states and national application of the EC 7-1 German Handbook1.2.4 Transitional regulations for applying of the Recommendations on Piling in conjunction with the EC 7-1 German Handbook; 1.3 Planning and Testing Pile Foundations; 2 Pile Systems; 2.1 Overview and Classification into Pile Systems; 2.2 Pile Construction; 2.2.1 Bored piles; 2.2.1.1 Cased bored piles; 2.2.1.2 Unsupported excavations; 2.2.1.3 Fluid-supported excavations; 2.2.1.4 Soil-supported, continuous flight auger bored piles; 2.2.1.5 Soil-supported, partial flight auger bored piles 2.2.1.6 Bored piles with enlarged bases2.2.1.7 Diaphragm wall elements/barettes; 2.2.2 Prefabricated driven piles; 2.2.2.1 Introduction; 2.2.2.2 Precast driven concrete piles; 2.2.2.3 Prefabricated driven steel and cast-iron piles; 2.2.2.4 Prefabricated driven timber piles; 2.2.3 Cast-in-place concrete piles; 2.2.3.1 Cast-in-place concrete piles with internal driving tube (Franki pile); 2.2.3.2 Cast-in-place top-driven piles (e.g. Simplex piles); 2.2.4 Screw piles (full displacement bored piles); 2.2.4.1 Introduction; 2.2.4.2 Atlas piles; 2.2.4.3 Fundex piles; 2.2.5 Grouted displacement piles 2.2.5.1 Pressure-grouted piles2.2.5.2 Vibro-injection piles; 2.2.6 Micropiles; 2.2.7 Tubular grouted piles; 2.3 Foundation elements similar to piles; 3 Pile Foundation Design and Analysis Principles; 3.1 Pile Foundation Systems; 3.1.1 Single pile solutions; 3.1.2 Pile grillages; 3.1.3 Pile groups; 3.1.4 Piled raft foundations; 3.2 Geotechnical Investigations for Pile Foundations; 3.3 Classification of Soils for Pile Foundations; 3.4 Pile Systems for the Execution of Excavations and for Retaining Structures; 3.4.1 General; 3.4.2 Pile configurations 3.4.3 Pile systems and special execution requirements3.4.4 Design; 3.4.5 Reinforcement; 3.4.6 Concrete; 3.4.7 Impermeability of bored pile walls; 3.5 Piles for the Stabilisation of Slopes; 3.6 Use of sacrificial Linings; 4 Actions and Effects; 4.1 Introduction; 4.2 Pile Foundation Loads Imposed by the Structure; 4.3 Installation Effects on Piles; 4.4 Negative Skin Friction; 4.4.1 Introduction; 4.4.2 Determination of the characteristic action from negative skin friction; 4.4.3 Determination of the design values of actions or effects and method of verification 4.4.4 Skin friction as a result of heave in the vicinity of the pile |
| Record Nr. | UNINA-9910815731903321 |
| Berlin, Germany : , : Wiley : : , : Wilhelm Ernst & Sohn, , 2014 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Response of piled buildings to the construction of deep excavations / / Mandy Korff, Jesus College
| Response of piled buildings to the construction of deep excavations / / Mandy Korff, Jesus College |
| Autore | Korff Mandy |
| Pubbl/distr/stampa | Amsterdam : , : IOS Press, , [2013] |
| Descrizione fisica | 1 online resource (344 p.) |
| Disciplina | 624.1/9 |
| Collana | Deltares Select Series |
| Soggetto topico | Piling (Civil engineering) |
| Soggetto genere / forma | Electronic books. |
| ISBN | 1-61499-274-6 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
""Title Page""; ""Contents""; ""Chapter 1. Introduction""; ""Underground construction in densely populated areas""; ""Failure costs in underground construction""; ""Deep excavations in soft soil conditions""; ""Scope and objective of this research""; ""Research questions""; ""Project cooperation""; ""Outline thesis""; ""Chapter 2. Literature Review""; ""Introduction""; ""Deep excavations""; ""Empirical methods, all construction activities combined""; ""Empirical methods, effect of excavation and installation""; ""Semi-empirical methods, shape of settlement trough due to excavation""
""Predicting displacements due to installation of diaphragm walls""""Building behaviour""; ""Causes of damage in buildings""; ""Classification of damage""; ""Criteria for damage to buildings""; ""Limiting tensile strain method""; ""Interaction soil - building for shallow foundations""; ""Introduction""; ""The effect of building stiffness""; ""The effect of building weight""; ""The effect of the interface between building and soil""; ""The response of pile foundations near deep excavations""; ""Pile behavior""; ""Response of piles to tunneling""; ""Response of piles to deep excavations"" ""Summary of literature""""Green field displacements""; ""Building deformations and damage""; ""Soil-structure interaction""; ""Chapter 3. Previous Case Histories""; ""Introduction""; ""Chater Station, Hong Kong (Davies and Henkel, 1982)""; ""Situation""; ""Effects of the construction""; ""Final deformations and damage""; ""Conclusion from Charter station case history""; ""KPE Singapore (Lee et al., 2007)""; ""Introduction""; ""Damage prediction and results""; ""Conclusion from Lee et al. (2007) case history""; ""Excavation next to Xavier Warde School, Chicago (Finno et al., 2002)"" ""Situation and construction works""""Deformations and building damage""; ""Conclusion from Xavier Warde School case history""; ""Willemspoortunnel - White House Rotterdam""; ""Introduction and soil conditions""; ""Details of the White House building""; ""Construction characteristics for Willemspoortunnel""; ""Response of the 'White House'""; ""Conclusions""; ""Conclusions from previous case histories""; ""Chapter 4. Field Data North South Line""; ""Introduction""; ""Soils characteristics""; ""Geology and geohydrology""; ""Soil profile""; ""Soil parameters""; ""Subsidence in Amsterdam"" ""Building characteristics""""Buildings in Amsterdam""; ""Typical timber foundations""; ""Foundation quality assessment method Amsterdam""; ""Pile capacity and load-settlement behavior""; ""Rokin Station""; ""History""; ""Station overview""; ""Cross sections""; ""Diaphragm wall and excavation supports""; ""Buildings around Rokin Station""; ""Construction activities and timelines""; ""Vijzelgracht Station""; ""Station overview""; ""Cross section 12197""; ""Cross section 12270""; ""Diaphragm wall and excavation supports""; ""Buildings around Vijzelgracht Station"" ""Construction activities and timelines"" |
| Record Nr. | UNINA-9910453115103321 |
Korff Mandy
|
||
| Amsterdam : , : IOS Press, , [2013] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Response of piled buildings to the construction of deep excavations / / Mandy Korff, Jesus College
| Response of piled buildings to the construction of deep excavations / / Mandy Korff, Jesus College |
| Autore | Korff Mandy |
| Pubbl/distr/stampa | Amsterdam : , : IOS Press, , [2013] |
| Descrizione fisica | 1 online resource (344 p.) |
| Disciplina | 624.1/9 |
| Collana | Deltares Select Series |
| Soggetto topico | Piling (Civil engineering) |
| ISBN | 1-61499-274-6 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
""Title Page""; ""Contents""; ""Chapter 1. Introduction""; ""Underground construction in densely populated areas""; ""Failure costs in underground construction""; ""Deep excavations in soft soil conditions""; ""Scope and objective of this research""; ""Research questions""; ""Project cooperation""; ""Outline thesis""; ""Chapter 2. Literature Review""; ""Introduction""; ""Deep excavations""; ""Empirical methods, all construction activities combined""; ""Empirical methods, effect of excavation and installation""; ""Semi-empirical methods, shape of settlement trough due to excavation""
""Predicting displacements due to installation of diaphragm walls""""Building behaviour""; ""Causes of damage in buildings""; ""Classification of damage""; ""Criteria for damage to buildings""; ""Limiting tensile strain method""; ""Interaction soil - building for shallow foundations""; ""Introduction""; ""The effect of building stiffness""; ""The effect of building weight""; ""The effect of the interface between building and soil""; ""The response of pile foundations near deep excavations""; ""Pile behavior""; ""Response of piles to tunneling""; ""Response of piles to deep excavations"" ""Summary of literature""""Green field displacements""; ""Building deformations and damage""; ""Soil-structure interaction""; ""Chapter 3. Previous Case Histories""; ""Introduction""; ""Chater Station, Hong Kong (Davies and Henkel, 1982)""; ""Situation""; ""Effects of the construction""; ""Final deformations and damage""; ""Conclusion from Charter station case history""; ""KPE Singapore (Lee et al., 2007)""; ""Introduction""; ""Damage prediction and results""; ""Conclusion from Lee et al. (2007) case history""; ""Excavation next to Xavier Warde School, Chicago (Finno et al., 2002)"" ""Situation and construction works""""Deformations and building damage""; ""Conclusion from Xavier Warde School case history""; ""Willemspoortunnel - White House Rotterdam""; ""Introduction and soil conditions""; ""Details of the White House building""; ""Construction characteristics for Willemspoortunnel""; ""Response of the 'White House'""; ""Conclusions""; ""Conclusions from previous case histories""; ""Chapter 4. Field Data North South Line""; ""Introduction""; ""Soils characteristics""; ""Geology and geohydrology""; ""Soil profile""; ""Soil parameters""; ""Subsidence in Amsterdam"" ""Building characteristics""""Buildings in Amsterdam""; ""Typical timber foundations""; ""Foundation quality assessment method Amsterdam""; ""Pile capacity and load-settlement behavior""; ""Rokin Station""; ""History""; ""Station overview""; ""Cross sections""; ""Diaphragm wall and excavation supports""; ""Buildings around Rokin Station""; ""Construction activities and timelines""; ""Vijzelgracht Station""; ""Station overview""; ""Cross section 12197""; ""Cross section 12270""; ""Diaphragm wall and excavation supports""; ""Buildings around Vijzelgracht Station"" ""Construction activities and timelines"" |
| Record Nr. | UNINA-9910790699003321 |
|
Korff Mandy
|
||
| Amsterdam : , : IOS Press, , [2013] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Response of piled buildings to the construction of deep excavations / / Mandy Korff, Jesus College
| Response of piled buildings to the construction of deep excavations / / Mandy Korff, Jesus College |
| Autore | Korff Mandy |
| Pubbl/distr/stampa | Amsterdam : , : IOS Press, , [2013] |
| Descrizione fisica | 1 online resource (344 p.) |
| Disciplina | 624.1/9 |
| Collana | Deltares Select Series |
| Soggetto topico | Piling (Civil engineering) |
| ISBN | 1-61499-274-6 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
""Title Page""; ""Contents""; ""Chapter 1. Introduction""; ""Underground construction in densely populated areas""; ""Failure costs in underground construction""; ""Deep excavations in soft soil conditions""; ""Scope and objective of this research""; ""Research questions""; ""Project cooperation""; ""Outline thesis""; ""Chapter 2. Literature Review""; ""Introduction""; ""Deep excavations""; ""Empirical methods, all construction activities combined""; ""Empirical methods, effect of excavation and installation""; ""Semi-empirical methods, shape of settlement trough due to excavation""
""Predicting displacements due to installation of diaphragm walls""""Building behaviour""; ""Causes of damage in buildings""; ""Classification of damage""; ""Criteria for damage to buildings""; ""Limiting tensile strain method""; ""Interaction soil - building for shallow foundations""; ""Introduction""; ""The effect of building stiffness""; ""The effect of building weight""; ""The effect of the interface between building and soil""; ""The response of pile foundations near deep excavations""; ""Pile behavior""; ""Response of piles to tunneling""; ""Response of piles to deep excavations"" ""Summary of literature""""Green field displacements""; ""Building deformations and damage""; ""Soil-structure interaction""; ""Chapter 3. Previous Case Histories""; ""Introduction""; ""Chater Station, Hong Kong (Davies and Henkel, 1982)""; ""Situation""; ""Effects of the construction""; ""Final deformations and damage""; ""Conclusion from Charter station case history""; ""KPE Singapore (Lee et al., 2007)""; ""Introduction""; ""Damage prediction and results""; ""Conclusion from Lee et al. (2007) case history""; ""Excavation next to Xavier Warde School, Chicago (Finno et al., 2002)"" ""Situation and construction works""""Deformations and building damage""; ""Conclusion from Xavier Warde School case history""; ""Willemspoortunnel - White House Rotterdam""; ""Introduction and soil conditions""; ""Details of the White House building""; ""Construction characteristics for Willemspoortunnel""; ""Response of the 'White House'""; ""Conclusions""; ""Conclusions from previous case histories""; ""Chapter 4. Field Data North South Line""; ""Introduction""; ""Soils characteristics""; ""Geology and geohydrology""; ""Soil profile""; ""Soil parameters""; ""Subsidence in Amsterdam"" ""Building characteristics""""Buildings in Amsterdam""; ""Typical timber foundations""; ""Foundation quality assessment method Amsterdam""; ""Pile capacity and load-settlement behavior""; ""Rokin Station""; ""History""; ""Station overview""; ""Cross sections""; ""Diaphragm wall and excavation supports""; ""Buildings around Rokin Station""; ""Construction activities and timelines""; ""Vijzelgracht Station""; ""Station overview""; ""Cross section 12197""; ""Cross section 12270""; ""Diaphragm wall and excavation supports""; ""Buildings around Vijzelgracht Station"" ""Construction activities and timelines"" |
| Record Nr. | UNINA-9910822394003321 |
|
Korff Mandy
|
||
| Amsterdam : , : IOS Press, , [2013] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Supplement to Symposium on Lateral Load Tests on Piles
| Supplement to Symposium on Lateral Load Tests on Piles |
| Pubbl/distr/stampa | [Place of publication not identified], : American Society for Testing & Materials, 1955 |
| Descrizione fisica | 1 online resource (44 pages) |
| Disciplina | 624.154 |
| Collana | ASTM special technical publication |
| Soggetto topico | Piling (Civil engineering) |
| ISBN | 0-8031-6924-8 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910164292703321 |
| [Place of publication not identified], : American Society for Testing & Materials, 1955 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
