Deep Anode Systems: Design, Installation, and Operation
| Deep Anode Systems: Design, Installation, and Operation |
| Autore | Lewis T.H |
| Pubbl/distr/stampa | [Place of publication not identified], : N A C E International, 2001 |
| Disciplina | 624.1/9 |
| Soggetto topico | Material Science and Metallurgy - General and Others |
| ISBN | 1-61583-535-0 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9911006569603321 |
Lewis T.H
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| [Place of publication not identified], : N A C E International, 2001 | ||
| Lo trovi qui: Univ. Federico II | ||
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Design-build subsurface projects [[electronic resource] /] / edited by Gary S. Brierley, David H. Corkum, David J. Hatem
| Design-build subsurface projects [[electronic resource] /] / edited by Gary S. Brierley, David H. Corkum, David J. Hatem |
| Edizione | [2nd ed.] |
| Pubbl/distr/stampa | Littleton, Colo., : Society for Mining, Metallurgy, and Exploration, c2010 |
| Descrizione fisica | 1 online resource (230 p.) |
| Disciplina | 624.1/9 |
| Altri autori (Persone) |
BrierleyGary S
CorkumDavid H. <1954-> HatemDavid (David J.) |
| Soggetto topico |
Underground construction
Project management |
| Soggetto genere / forma | Electronic books. |
| ISBN |
1-61344-034-0
0-87335-329-3 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Front Cover; Title Page; Copyright Page; Table of Contents; Contributors; Foreword; Preface; Chapter 1 - Overview of Design-Build Subsurface Projects; Chapter 2 - Why Design-Build?; Chapter 3 - Risk Allocation for Subsurface Conditions and Defective Design; Chapter 4 - Team Structures and Relationships; Chapter 5 - Procuring the Design-Build Team; Chapter 6 - Agreements: Owner-Design-Builder and Design-Builder-Engineer; Chapter 7 - Design Development; Chapter 8 - Subsurface Explorations; Chapter 9 - Geotechnical Reports; Chapter 10 - Construction Phase Issues
Chapter 11 - Insurance Coverage IssuesChapter 12 - Summary of Recommendations; APPENDIX A - Some Thoughts on Design-Build for Subsurface Projects; Index; Back Cover |
| Record Nr. | UNINA-9910459910803321 |
| Littleton, Colo., : Society for Mining, Metallurgy, and Exploration, c2010 | ||
| Lo trovi qui: Univ. Federico II | ||
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Design-build subsurface projects [[electronic resource] /] / edited by Gary S. Brierley, David H. Corkum, David J. Hatem
| Design-build subsurface projects [[electronic resource] /] / edited by Gary S. Brierley, David H. Corkum, David J. Hatem |
| Edizione | [2nd ed.] |
| Pubbl/distr/stampa | Littleton, Colo., : Society for Mining, Metallurgy, and Exploration, c2010 |
| Descrizione fisica | 1 online resource (230 p.) |
| Disciplina | 624.1/9 |
| Altri autori (Persone) |
BrierleyGary S
CorkumDavid H. <1954-> HatemDavid (David J.) |
| Soggetto topico |
Underground construction
Project management |
| ISBN |
1-61344-034-0
0-87335-329-3 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Front Cover; Title Page; Copyright Page; Table of Contents; Contributors; Foreword; Preface; Chapter 1 - Overview of Design-Build Subsurface Projects; Chapter 2 - Why Design-Build?; Chapter 3 - Risk Allocation for Subsurface Conditions and Defective Design; Chapter 4 - Team Structures and Relationships; Chapter 5 - Procuring the Design-Build Team; Chapter 6 - Agreements: Owner-Design-Builder and Design-Builder-Engineer; Chapter 7 - Design Development; Chapter 8 - Subsurface Explorations; Chapter 9 - Geotechnical Reports; Chapter 10 - Construction Phase Issues
Chapter 11 - Insurance Coverage IssuesChapter 12 - Summary of Recommendations; APPENDIX A - Some Thoughts on Design-Build for Subsurface Projects; Index; Back Cover |
| Record Nr. | UNINA-9910785573003321 |
| Littleton, Colo., : Society for Mining, Metallurgy, and Exploration, c2010 | ||
| Lo trovi qui: Univ. Federico II | ||
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Practical guide to grouting of underground structures / / Raymond W. Henn
| Practical guide to grouting of underground structures / / Raymond W. Henn |
| Autore | Henn Raymond W. |
| Pubbl/distr/stampa | New York, New York : , : ASCE Press |
| Descrizione fisica | 1 online resource (200 p.) |
| Disciplina | 624.1/9 |
| Soggetto topico |
Underground construction
Grouting |
| Soggetto genere / forma | Electronic books. |
| ISBN | 0-7844-7355-2 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
""Cover""; ""Contents""; ""Preface""; ""1. Introduction""; ""Purpose""; ""Scope""; ""2. Grouting Methods""; ""2.1 Grouting in Soil""; ""2.1.1 Jet Grouting""; ""2.1.2 Compaction Grouting""; ""2.1.3 Permeation Grouting""; ""2.1.4 Hydrofracture Grouting""; ""2.2 Grouting in Rock""; ""2.2.1 Consolidation Grouting""; ""2.2.2 Curtain Grouting""; ""2.3 Structural Grouting""; ""2.3.1 Contact Grouting""; ""2.3.2 Embedment Grouting""; ""2.3.3 Prestressing""; ""2.3.4 Cellular Concrete""; ""2.4 Shaft Grouting""; ""2.4.1 Pregrouting of Shaft from Ground Surface""; ""2.4.2 In-Shaft Grouting""
""2.5 Probing and Grouting ahead of Tunnel and Chamber Excavations""""2.5.1 Probe Holes""; ""2.5.2 Grouting ahead of Excavations""; ""3. Geotechnical Considerations in Grouting Program Planning""; ""3.1 Basic Considerations""; ""3.2 Geotechnical Investigation and Geotechnical Design Summary""; ""3.3 Grouting to Limit Groundwater Infiltration""; ""3.4 Grouting to Increase Stability""; ""3.5 Grouting to Increase Strength""; ""3.6 Groutability Ratio""; ""3.7 Other Geotechnical Considerations""; ""4. Equipment""; ""4.1 Drills""; ""4.1.1 Percussion Drilling""; ""4.1.2 Rotary Drilling"" ""4.1.3 Down-Hole-Drill (Down-Hole-Hammer) Drilling""""4.2 Mixers""; ""4.3 Agitators""; ""4.4 Water Meters""; ""4.5 Pumps""; ""4.6 Pressure Gauges""; ""4.7 Gauge Savers""; ""4.8 Packers""; ""4.9 Nipples""; ""4.10 Delivery and Distribution System""; ""4.11 Data Acquisition and Recording Equipment""; ""4.12 Automated Batching Systems""; ""4.13 Grouting Jumbos""; ""4.14 Equipment Configuration""; ""5. Grouting Materials""; ""5.1 Portland Cement""; ""5.2 Ultrafine Cement""; ""5.3 Sand""; ""5.4 Admixtures""; ""5.4.1 Dispersants""; ""5.4.2 Accelerators""; ""5.4.3 Gas-Producing Agents"" ""5.5 Water""""5.6 Bentonite""; ""6. Specifications""; ""6.1 Applicable ASTM's and Other Standards""; ""6.2 Developing Grouting Specifications""; ""7. Grout Hole Layout""; ""7.1 Grout Hole and Grout Ring Spacing""; ""7.1.1 Contact Grouting""; ""7.1.2 Consolidation Grouting""; ""7.1.3 Curtain Grouting""; ""7.2 Hole Depth and Diameter""; ""8. Grout Placement Operations""; ""8.1 Proportioning""; ""8.1.1 WatenCement Ratios""; ""8.1.2 Sand""; ""8.1.3 Admixtures""; ""8.1.4 Bentonite""; ""8.2 Delivery Pressure""; ""8.3 Refusal Criteria""; ""8.4 Crew Size and Organization""; ""8.5 Production"" ""8.6 Safety and Environmental Issues""""8.6.1 Personnel Safety""; ""8.6.2 Waste Disposal""; ""9. Field Quality Control""; ""9.1 Preconstruction Checklists""; ""9.2 Certifications and Test Reports""; ""9.3 Inspection Reports""; ""9.3.1 Drilling Reports""; ""9.3.2 Grouting Reports""; ""9.4 Testing""; ""9.4.1 Laboratory Testing""; ""9.4.2 Field Testing""; ""10. Chemical Grouting""; ""10.1 Applications""; ""10.2 Types of Chemical Grouts""; ""10.3 Equipment""; ""10.3.1 Batching Equipment""; ""10.3.2 Injection Equipment""; ""10.4 Design of a Chemical Grouting Program"" ""10.4.1 Groutability of the Ground"" |
| Record Nr. | UNINA-9910463788803321 |
Henn Raymond W.
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| New York, New York : , : ASCE Press | ||
| Lo trovi qui: Univ. Federico II | ||
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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
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| Amsterdam : , : IOS Press, , [2013] | ||
| Lo trovi qui: Univ. Federico II | ||
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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] | ||
| 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
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| Amsterdam : , : IOS Press, , [2013] | ||
| Lo trovi qui: Univ. Federico II | ||
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Underground infrastructures : planning, design, and construction / / R.K. Goel, Bhawani Singh, Jian Zhao
| Underground infrastructures : planning, design, and construction / / R.K. Goel, Bhawani Singh, Jian Zhao |
| Autore | Goel R. K. <1960-> |
| Pubbl/distr/stampa | Amsterdam ; ; Boston, : Elsevier/Butterworth-Heinemann, c2012 |
| Descrizione fisica | 1 online resource (623 p.) |
| Disciplina | 624.1/9 |
| Altri autori (Persone) |
SinghBhawani
ZhaoJian <1960-> |
| Soggetto topico |
Underground construction - Planning
Underground construction - Design Underground storage - Planning Underground storage - Design Underground areas - Design and construction |
| ISBN |
9786613612175
9781280582394 1280582391 9780123977670 0123977673 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Cover Image; Title; Copyright; Dedication; Preface; Table of Contents; Chapter 1. Introduction; 1.1 Underground Space and Its Requirement; 1.2 History of Underground Space Use; 1.3 Underground Space for Sustainable Development; 1.4 What Should Be Done?; 1.5 Future of Underground Space Facilities; 1.6 Scope of the Book; REFERENCES; Chapter 2. Classification of Underground Space; 2.1 General; 2.2 Major Classification Grouping; 2.3 Benefits and Drawbacks of Underground Facilities; REFERENCES; Chapter 3. Important Considerations; 3.1 Geological Considerations; 3.2 Engineering Considerations
3.3 Psychological and Physiological Considerations3.4 Choosing to go Underground-General Advantages; 3.5 Drawbacks of Underground Space Use; 3.6 Safety Considerations; 3.7 Ventilation; 3.8 Legal and Administrative Considerations; 3.9 Economic Considerations; REFERENCES; Chapter 4. Underground Space Planning; 4.1 Forms of Underground Space Available and Uses; 4.2 Level-Wise Planning of Underground Space Use; 4.3 Future Forms of Underground Space Use; 4.4 Technology for Underground Development; 4.5 Conceptual Designs; 4.6 Cost Considerations; 4.7 Planning of Underground Space; REFERENCES Chapter 5. Underground Storage of Food ItemsSection 1; Section 2; REFERENCES; Chapter 6. Underground Storage of Water; 6.1 General; 6.2 Water Storage by Recharge Methods; 6.3 Underground Rock Cavern Tank Storage; 6.4 Case Histories; REFERENCES; Chapter 7. Underground Parking; 7.1 Introduction; 7.2 Types of Parking Facilities; 7.3 Various Modern Mechanical Underground Parking Options; 7.4 Evaluation Criteria of a Site for Underground Parking; 7.5 Design of Underground Parking Facilities; 7.6 Parking Guidance System; 7.7 Parking Lot Security; 7.8 Ventilation in Underground Car Parks 7.9 Economics of Underground Parking Facilities7.10 Case Histories; REFERENCES; Chapter 8. Underground Metro and Road Tunnels; 8.1 Introduction; 8.2 Tunnel Boring Machine (TBM); 8.3 Precast Lining; 8.4 Building Condition Survey and Vibration Limit; 8.5 Impact on Structures; 8.6 Subsidence; 8.7 Half-Tunnels for Roads; 8.8 Road Tunnels; 8.9 Subsea Tunnels; 8.10 Case Histories; REFERENCES; Chapter 9. Underground Storage of Crude Oil, Liquefied Petroleum Gas, and Natural Gas; 9.1 Introduction; 9.2 Investigations and Design; 9.3 Underground Storage Technology; 9.4 Storage of Natural Gas 9.5 Tunnel-Shaped Storage Facility9.6 Multitank Storage (Polytank) Concept; 9.7 General Advantages and Disadvantages of Underground Storages; 9.8 Inground Tanks; 9.9 Cost Aspects; 9.10 Effect of Earthquake; 9.11 Carbon Dioxide Sequestration; REFERENCES; Chapter 10. Civic Facilities Underground; 10.1 General; 10.2 Sewage and Waste Water Treatment Plant; 10.3 Sports Center; 10.4 Underground Pedestrian Path; 10.5 Shopping Mall; 10.6 Underground Recreational Facilities; REFERENCES; Chapter 11. Underground Structures for Hydroelectric Projects; 11.1 Introduction 11.2 Recent Developments in Planning of Hydroelectric Projects |
| Record Nr. | UNINA-9911006812903321 |
Goel R. K. <1960->
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| Amsterdam ; ; Boston, : Elsevier/Butterworth-Heinemann, c2012 | ||
| Lo trovi qui: Univ. Federico II | ||
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