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Design of pile foundations in liquefiable soils [[electronic resource] /] / Gopal Madabhushi, Joanathan Knappett, Stuart Haigh
| Design of pile foundations in liquefiable soils [[electronic resource] /] / Gopal Madabhushi, Joanathan Knappett, Stuart Haigh |
| Autore | Madabhushi Gopal |
| Pubbl/distr/stampa | London, : Imperial College Press, c2010 |
| Descrizione fisica | 1 online resource (xiv, 217 p. ) : ill. (some col.) |
| Disciplina | 624.154 |
| Altri autori (Persone) |
KnappettJonathan
HaighStuart |
| Soggetto topico |
Piling (Civil engineering)
Soil-structure interaction Soil liquefaction Earthquake engineering |
| Soggetto genere / forma | Electronic books. |
| ISBN |
1-62870-097-1
1-282-75986-8 9786612759864 1-84816-363-0 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | 1. Performance of pile foundations. 1.1. Introduction. 1.2. Performance of pile foundations during earthquake loading. 1.3. Soil liquefaction and lateral spreading. 1.4. Performance of pile foundations in past earthquakes. 1.5. Modes of pile failure in liquefiable soils. 1.6. Summary -- 2. Inertial and kinematic loading. 2.1. Pile behaviour under earthquake loading. 2.2. Analysis of laterally loaded piles under static conditions. 2.3. Analysis of laterally loaded piles under earthquake loading. 2.4. Kinematic response in level ground. 2.5. Kinematic loading in laterally spreading soil. 2.6. Inertial response. 2.7. p-y analysis of piles. 2.8. Limit equilibrium analysis of piles subjected to earthquake loading. 2.9. Provisions in Eurocode 8. 2.10. Summary -- 3. Accounting for axial loading in level ground. 3.1. Liquefaction as a foundation hazard. 3.2. Influence of axial loading on pile failure. 3.3. Axial load transfer due to liquefaction. 3.4. Pile settlement. 3.5. Guidelines for designing against bearing failure. 3.6. Instability of single piles and pile groups. 3.7. Bearing vs. buckling failure. 3.8. Summary -- 4. Lateral spreading of sloping ground. 4.1. Liquefaction-induced lateral spreading. 4.2. Simple methods to estimate the extent of lateral spreading. 4.3. Effects of lateral spreading on pile foundations. 4.4. Recommendations on estimation of lateral loads for pile design -- 5. Axial loading on piles in laterally spreading ground. 5.1. Introduction. 5.2. Phasing of loads. 5.3. Peak lateral response of piled foundations. 5.4. Residual lateral response of piled foundations. 5.5. Validation of effects of axial pile load. 5.6. Recommendations for designing piles in laterally spreading ground -- 6. Design examples. 6.1. Introduction. 6.2. Design of piles under static loading. 6.3. Inertial and kinematic loading on piles in level ground. 6.4. Design of piles in level liquefiable ground. 6.5. Design of piles in sloping liquefiable ground. 6.6. Summary of inclusive design procedure. |
| Record Nr. | UNINA-9910455601103321 |
Madabhushi Gopal
|
||
| London, : Imperial College Press, c2010 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Design of pile foundations in liquefiable soils [[electronic resource] /] / Gopal Madabhushi, Joanathan Knappett, Stuart Haigh
| Design of pile foundations in liquefiable soils [[electronic resource] /] / Gopal Madabhushi, Joanathan Knappett, Stuart Haigh |
| Autore | Madabhushi Gopal |
| Pubbl/distr/stampa | London, : Imperial College Press, c2010 |
| Descrizione fisica | 1 online resource (xiv, 217 p. ) : ill. (some col.) |
| Disciplina | 624.154 |
| Altri autori (Persone) |
KnappettJonathan
HaighStuart |
| Soggetto topico |
Piling (Civil engineering)
Soil-structure interaction Soil liquefaction Earthquake engineering |
| ISBN |
1-62870-097-1
1-282-75986-8 9786612759864 1-84816-363-0 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | 1. Performance of pile foundations. 1.1. Introduction. 1.2. Performance of pile foundations during earthquake loading. 1.3. Soil liquefaction and lateral spreading. 1.4. Performance of pile foundations in past earthquakes. 1.5. Modes of pile failure in liquefiable soils. 1.6. Summary -- 2. Inertial and kinematic loading. 2.1. Pile behaviour under earthquake loading. 2.2. Analysis of laterally loaded piles under static conditions. 2.3. Analysis of laterally loaded piles under earthquake loading. 2.4. Kinematic response in level ground. 2.5. Kinematic loading in laterally spreading soil. 2.6. Inertial response. 2.7. p-y analysis of piles. 2.8. Limit equilibrium analysis of piles subjected to earthquake loading. 2.9. Provisions in Eurocode 8. 2.10. Summary -- 3. Accounting for axial loading in level ground. 3.1. Liquefaction as a foundation hazard. 3.2. Influence of axial loading on pile failure. 3.3. Axial load transfer due to liquefaction. 3.4. Pile settlement. 3.5. Guidelines for designing against bearing failure. 3.6. Instability of single piles and pile groups. 3.7. Bearing vs. buckling failure. 3.8. Summary -- 4. Lateral spreading of sloping ground. 4.1. Liquefaction-induced lateral spreading. 4.2. Simple methods to estimate the extent of lateral spreading. 4.3. Effects of lateral spreading on pile foundations. 4.4. Recommendations on estimation of lateral loads for pile design -- 5. Axial loading on piles in laterally spreading ground. 5.1. Introduction. 5.2. Phasing of loads. 5.3. Peak lateral response of piled foundations. 5.4. Residual lateral response of piled foundations. 5.5. Validation of effects of axial pile load. 5.6. Recommendations for designing piles in laterally spreading ground -- 6. Design examples. 6.1. Introduction. 6.2. Design of piles under static loading. 6.3. Inertial and kinematic loading on piles in level ground. 6.4. Design of piles in level liquefiable ground. 6.5. Design of piles in sloping liquefiable ground. 6.6. Summary of inclusive design procedure. |
| Record Nr. | UNINA-9910780732203321 |
|
Madabhushi Gopal
|
||
| London, : Imperial College Press, c2010 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Design of pile foundations in liquefiable soils / / Gopal Madabhushi, Joanathan Knappett, Stuart Haigh
| Design of pile foundations in liquefiable soils / / Gopal Madabhushi, Joanathan Knappett, Stuart Haigh |
| Autore | Madabhushi Gopal |
| Edizione | [1st ed.] |
| Pubbl/distr/stampa | London, : Imperial College Press, c2010 |
| Descrizione fisica | 1 online resource (xiv, 217 p. ) : ill. (some col.) |
| Disciplina | 624.154 |
| Altri autori (Persone) |
KnappettJonathan
HaighStuart |
| Soggetto topico |
Piling (Civil engineering)
Soil-structure interaction Soil liquefaction Earthquake engineering |
| ISBN |
1-62870-097-1
1-282-75986-8 9786612759864 1-84816-363-0 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | 1. Performance of pile foundations. 1.1. Introduction. 1.2. Performance of pile foundations during earthquake loading. 1.3. Soil liquefaction and lateral spreading. 1.4. Performance of pile foundations in past earthquakes. 1.5. Modes of pile failure in liquefiable soils. 1.6. Summary -- 2. Inertial and kinematic loading. 2.1. Pile behaviour under earthquake loading. 2.2. Analysis of laterally loaded piles under static conditions. 2.3. Analysis of laterally loaded piles under earthquake loading. 2.4. Kinematic response in level ground. 2.5. Kinematic loading in laterally spreading soil. 2.6. Inertial response. 2.7. p-y analysis of piles. 2.8. Limit equilibrium analysis of piles subjected to earthquake loading. 2.9. Provisions in Eurocode 8. 2.10. Summary -- 3. Accounting for axial loading in level ground. 3.1. Liquefaction as a foundation hazard. 3.2. Influence of axial loading on pile failure. 3.3. Axial load transfer due to liquefaction. 3.4. Pile settlement. 3.5. Guidelines for designing against bearing failure. 3.6. Instability of single piles and pile groups. 3.7. Bearing vs. buckling failure. 3.8. Summary -- 4. Lateral spreading of sloping ground. 4.1. Liquefaction-induced lateral spreading. 4.2. Simple methods to estimate the extent of lateral spreading. 4.3. Effects of lateral spreading on pile foundations. 4.4. Recommendations on estimation of lateral loads for pile design -- 5. Axial loading on piles in laterally spreading ground. 5.1. Introduction. 5.2. Phasing of loads. 5.3. Peak lateral response of piled foundations. 5.4. Residual lateral response of piled foundations. 5.5. Validation of effects of axial pile load. 5.6. Recommendations for designing piles in laterally spreading ground -- 6. Design examples. 6.1. Introduction. 6.2. Design of piles under static loading. 6.3. Inertial and kinematic loading on piles in level ground. 6.4. Design of piles in level liquefiable ground. 6.5. Design of piles in sloping liquefiable ground. 6.6. Summary of inclusive design procedure. |
| Record Nr. | UNINA-9910826615803321 |
|
Madabhushi Gopal
|
||
| London, : Imperial College Press, c2010 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Deterministic numerical modeling of soil-structure interaction / / edited by Stéphane Grange, Diana Salciarini
| Deterministic numerical modeling of soil-structure interaction / / edited by Stéphane Grange, Diana Salciarini |
| Pubbl/distr/stampa | London ; ; Hoboken, NJ : , : ISTE Ltd : , : John Wiley and Sons Inc., , [2021] |
| Descrizione fisica | 1 online resource (233 pages) |
| Disciplina | 624.15136 |
| Soggetto topico |
Soil-structure interaction
Finite differences Finite element method |
| Soggetto genere / forma | Electronic books. |
| ISBN |
1-119-88767-4
1-119-88768-2 1-119-88769-0 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910554803903321 |
| London ; ; Hoboken, NJ : , : ISTE Ltd : , : John Wiley and Sons Inc., , [2021] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Deterministic numerical modeling of soil-structure interaction / / edited by Stéphane Grange, Diana Salciarini
| Deterministic numerical modeling of soil-structure interaction / / edited by Stéphane Grange, Diana Salciarini |
| Pubbl/distr/stampa | London ; ; Hoboken, NJ : , : ISTE Ltd : , : John Wiley and Sons Inc., , [2021] |
| Descrizione fisica | 1 online resource (233 pages) |
| Disciplina | 624.15136 |
| Soggetto topico |
Soil-structure interaction
Finite differences Finite element method |
| ISBN |
1-119-88767-4
1-119-88768-2 1-119-88769-0 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910830419603321 |
| London ; ; Hoboken, NJ : , : ISTE Ltd : , : John Wiley and Sons Inc., , [2021] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Foundation engineering for expansive soils / / John D. Nelson [and three others] ; cover image, Adrian Morgan
| Foundation engineering for expansive soils / / John D. Nelson [and three others] ; cover image, Adrian Morgan |
| Pubbl/distr/stampa | Hoboken, New Jersey : , : Wiley, , 2015 |
| Descrizione fisica | 1 online resource (xxv, 385 pages : illustrations |
| Disciplina | 624.151 |
| Soggetto topico |
Soil-structure interaction
Swelling soils Foundations |
| ISBN |
1-118-41529-9
1-118-99609-7 1-118-41799-2 |
| Classificazione | TEC009020 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Machine generated contents note: Preface Chapter 1. Introduction 1.1 Purpose 1.2 Organization 1.3 Terminology Chapter 2. Nature of Expansive Soils 2.1 Microscale Aspects of Expansive Soil Behavior 2.2 Macroscale Aspects of Expansive Soil Behavior 2.3 Identification of Expansive Soils 2.4 Characteristics of Expansive Soil Profiles Chapter 3. Site Investigation 3.1 Program of Exploration 3.2 Forensic Investigation Chapter 4. Soil Suction 4.1 Soil Suction Components 4.2 Soil Water Characteristic Curve 4.3 Measurement of Matric Suction 4.4 Measurement of Osmotic Suction 4.5 Measurement of Total Suction Chapter 5. State of Stress and Constitutive Relationships 5.1 State of Stress and Stress State Variables 5.2 Stress-Volume Relationships 5.3 Stress-Water Relationships Chapter 6. Oedometer Testing 6.1 Consolidation-Swell and Constant Volume Tests 6.2 Correction of Oedometer Test Data 6.3 Relationship Between CS and CV Swelling Pressures (The "m Method") 6.4 Factors Influencing Oedometer Test Results Chapter 7. Water Migration in Expansive Soils 7.1 Water Flow in Unsaturated Soils 7.2 Depth and Degree of Wetting 7.3 Determination of Final Water Content Profiles For Design 7.4 Challenges in Water Migration Modeling for Expansive Soils Chapter 8. Computation of Predicted Heave 8.1 Oedometer Methods 8.2 Soil Suction Methods 8.3 Empirical Methods 8.4 Progression of Heave with Time 8.5 Free-Field Surface Movement for Shrink-Swell Soils 8.6 Discussion of Heave Prediction Chapter 9. General Considerations for Foundation and Floor Design 9.1 Risk and Life Cycle Costs 9.2 Foundation Alternatives 9.3 Factors Influencing Design of Structures on Expansive Soils 9.4 Remedial Measures Chapter 10. Soil Treatment and Moisture Control 10.1 Overexcavation and Replacement 10.2 Prewetting Method 10.3 Chemical Admixtures 10.4 Moisture Control Alternatives 10.5 Summary of Soil Treatment Methods Chapter 11. Design Methods for Shallow Foundations 11.1 Spread Footing Foundations 11.2 Stiffened Slab Foundations 11.3 Remedial Measures for Shallow Foundations Chapter 12. Design Methods for Deep Foundations 12.1 Pier and Grade Beam Foundation 12.2 Patented Piers 12.3 Deep Foundation Design Examples 12.4 Remedial Measures for Deep Foundations Chapter 13. Floors and Exterior Flatwork 13.1 Slabs-on-Grade 13.2 Stiffened Slabs 13.3 Structural Floors 13.4 Exterior Slabs and Flatwork 13.5 Remediation Techniques Chapter 14. Lateral Pressure on Earth Retaining Structures 14.1 Computation of Lateral Pressure from Expansive Soils 14.2 Testing for Measuring Lateral Swelling Pressure 14.3 Reduction of Lateral Swelling Pressure 14.4 Design for Lateral Earth Pressure References Symbols Abbreviations Index . |
| Record Nr. | UNINA-9910140474003321 |
| Hoboken, New Jersey : , : Wiley, , 2015 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Foundation engineering for expansive soils / / John D. Nelson [and three others] ; cover image, Adrian Morgan
| Foundation engineering for expansive soils / / John D. Nelson [and three others] ; cover image, Adrian Morgan |
| Pubbl/distr/stampa | Hoboken, New Jersey : , : Wiley, , 2015 |
| Descrizione fisica | 1 online resource (xxv, 385 pages : illustrations |
| Disciplina | 624.151 |
| Soggetto topico |
Soil-structure interaction
Swelling soils Foundations |
| ISBN |
1-118-41529-9
1-118-99609-7 1-118-41799-2 |
| Classificazione | TEC009020 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Machine generated contents note: Preface Chapter 1. Introduction 1.1 Purpose 1.2 Organization 1.3 Terminology Chapter 2. Nature of Expansive Soils 2.1 Microscale Aspects of Expansive Soil Behavior 2.2 Macroscale Aspects of Expansive Soil Behavior 2.3 Identification of Expansive Soils 2.4 Characteristics of Expansive Soil Profiles Chapter 3. Site Investigation 3.1 Program of Exploration 3.2 Forensic Investigation Chapter 4. Soil Suction 4.1 Soil Suction Components 4.2 Soil Water Characteristic Curve 4.3 Measurement of Matric Suction 4.4 Measurement of Osmotic Suction 4.5 Measurement of Total Suction Chapter 5. State of Stress and Constitutive Relationships 5.1 State of Stress and Stress State Variables 5.2 Stress-Volume Relationships 5.3 Stress-Water Relationships Chapter 6. Oedometer Testing 6.1 Consolidation-Swell and Constant Volume Tests 6.2 Correction of Oedometer Test Data 6.3 Relationship Between CS and CV Swelling Pressures (The "m Method") 6.4 Factors Influencing Oedometer Test Results Chapter 7. Water Migration in Expansive Soils 7.1 Water Flow in Unsaturated Soils 7.2 Depth and Degree of Wetting 7.3 Determination of Final Water Content Profiles For Design 7.4 Challenges in Water Migration Modeling for Expansive Soils Chapter 8. Computation of Predicted Heave 8.1 Oedometer Methods 8.2 Soil Suction Methods 8.3 Empirical Methods 8.4 Progression of Heave with Time 8.5 Free-Field Surface Movement for Shrink-Swell Soils 8.6 Discussion of Heave Prediction Chapter 9. General Considerations for Foundation and Floor Design 9.1 Risk and Life Cycle Costs 9.2 Foundation Alternatives 9.3 Factors Influencing Design of Structures on Expansive Soils 9.4 Remedial Measures Chapter 10. Soil Treatment and Moisture Control 10.1 Overexcavation and Replacement 10.2 Prewetting Method 10.3 Chemical Admixtures 10.4 Moisture Control Alternatives 10.5 Summary of Soil Treatment Methods Chapter 11. Design Methods for Shallow Foundations 11.1 Spread Footing Foundations 11.2 Stiffened Slab Foundations 11.3 Remedial Measures for Shallow Foundations Chapter 12. Design Methods for Deep Foundations 12.1 Pier and Grade Beam Foundation 12.2 Patented Piers 12.3 Deep Foundation Design Examples 12.4 Remedial Measures for Deep Foundations Chapter 13. Floors and Exterior Flatwork 13.1 Slabs-on-Grade 13.2 Stiffened Slabs 13.3 Structural Floors 13.4 Exterior Slabs and Flatwork 13.5 Remediation Techniques Chapter 14. Lateral Pressure on Earth Retaining Structures 14.1 Computation of Lateral Pressure from Expansive Soils 14.2 Testing for Measuring Lateral Swelling Pressure 14.3 Reduction of Lateral Swelling Pressure 14.4 Design for Lateral Earth Pressure References Symbols Abbreviations Index . |
| Record Nr. | UNINA-9910816662103321 |
| Hoboken, New Jersey : , : Wiley, , 2015 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Geotechnical problem solving [[electronic resource] /] / John C. Lommler
| Geotechnical problem solving [[electronic resource] /] / John C. Lommler |
| Autore | Lommler John C |
| Edizione | [1st edition] |
| Pubbl/distr/stampa | Hoboken, N.J., : Wiley, 2012 |
| Descrizione fisica | 1 online resource (359 p.) |
| Disciplina | 624.1/51 |
| Soggetto topico |
Engineering geology
Soil mechanics Soil-structure interaction |
| ISBN |
1-280-58936-1
9786613619198 1-119-96842-9 1-119-96841-0 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Geotechnical Problem Solving; Contents; Preface; 1 General Topics; 1.1 How to Use This Book; 1.2 You have to See It to Solve It; 1.3 My Approach to Modern Geotechnical Engineering Practice - An Overview; 1.4 Mistakes or Errors; 2 Geotechnical Topics; 2.1 Soil Classification - Why DoWe Have It?; 2.2 Soil Stresses and Strains; 2.3 Soil Shear Strength; 2.4 Shear Strength Testing - What is Wrong with the Direct Shear Test?; 2.5 What is the Steady State Line?; 2.6 Static Equilibrium and Limit States; 2.7 Unsaturated Soils; 3 Foundations; 3.1 Settlements of Clays; 3.2 Settlements of Sands
3.3 Self-Weight Settlement of Sandy Soils3.4 Bearing Capacity of Shallow Foundations; 3.5 Load Capacity of Deep Foundations; 3.6 Laterally Loaded Piles and Shafts; 4 Retaining Structures - Lateral Loads; 4.1 Lateral Earth Pressure; 4.2 Retaining Walls - Gravity, Cantilevered, MSE, Sheet Piles, and Soldier Piles; 4.3 Tieback Walls; 5 Geotechnical LRFD; 5.1 Reliability, Uncertainty and Geo-Statistics; 5.2 Geotechnical Load and Resistance Factor Design; 5.3 LRFD Spread Footings; 5.4 LRFD Pile Foundations; 5.5 LRFD Drilled-Shaft Foundations; 5.6 LRFD Slope Stability; 6 Closing 6.1 The Big Picture6.2 V and V and Balance; 6.3 The Biggest Problem; 6.4 Topics Left for Later; Index |
| Record Nr. | UNINA-9910139691103321 |
|
Lommler John C
|
||
| Hoboken, N.J., : Wiley, 2012 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Geotechnical problem solving / / John C. Lommler
| Geotechnical problem solving / / John C. Lommler |
| Autore | Lommler John C |
| Edizione | [1st edition] |
| Pubbl/distr/stampa | Hoboken, N.J., : Wiley, 2012 |
| Descrizione fisica | 1 online resource (359 p.) |
| Disciplina | 624.1/51 |
| Soggetto topico |
Engineering geology
Soil mechanics Soil-structure interaction |
| ISBN |
9786613619198
9781280589362 1280589361 9781119968429 1119968429 9781119968412 1119968410 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Geotechnical Problem Solving; Contents; Preface; 1 General Topics; 1.1 How to Use This Book; 1.2 You have to See It to Solve It; 1.3 My Approach to Modern Geotechnical Engineering Practice - An Overview; 1.4 Mistakes or Errors; 2 Geotechnical Topics; 2.1 Soil Classification - Why DoWe Have It?; 2.2 Soil Stresses and Strains; 2.3 Soil Shear Strength; 2.4 Shear Strength Testing - What is Wrong with the Direct Shear Test?; 2.5 What is the Steady State Line?; 2.6 Static Equilibrium and Limit States; 2.7 Unsaturated Soils; 3 Foundations; 3.1 Settlements of Clays; 3.2 Settlements of Sands
3.3 Self-Weight Settlement of Sandy Soils3.4 Bearing Capacity of Shallow Foundations; 3.5 Load Capacity of Deep Foundations; 3.6 Laterally Loaded Piles and Shafts; 4 Retaining Structures - Lateral Loads; 4.1 Lateral Earth Pressure; 4.2 Retaining Walls - Gravity, Cantilevered, MSE, Sheet Piles, and Soldier Piles; 4.3 Tieback Walls; 5 Geotechnical LRFD; 5.1 Reliability, Uncertainty and Geo-Statistics; 5.2 Geotechnical Load and Resistance Factor Design; 5.3 LRFD Spread Footings; 5.4 LRFD Pile Foundations; 5.5 LRFD Drilled-Shaft Foundations; 5.6 LRFD Slope Stability; 6 Closing 6.1 The Big Picture6.2 V and V and Balance; 6.3 The Biggest Problem; 6.4 Topics Left for Later; Index |
| Record Nr. | UNINA-9910816964303321 |
|
Lommler John C
|
||
| Hoboken, N.J., : Wiley, 2012 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Guidelines for SEP soil structure interaction reviews
| Guidelines for SEP soil structure interaction reviews |
| Pubbl/distr/stampa | [Washington, D.C ] : , : [U.S. Nuclear Regulatory Commission], , 1980 |
| Descrizione fisica | 1 online resource |
| Collana | Generic letter |
| Soggetto topico | Soil-structure interaction |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Altri titoli varianti | Guidelines for Systematic Evaluation Program soil structure interaction reviews |
| Record Nr. | UNINA-9910715922303321 |
| [Washington, D.C ] : , : [U.S. Nuclear Regulatory Commission], , 1980 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
