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AASHTO guide specifications for LRFD seismic bridge design
| AASHTO guide specifications for LRFD seismic bridge design |
| Pubbl/distr/stampa | : American Association of State Highway and Transportation Officials (AASHTO) |
| Soggetto topico |
Bridges - Design and construction - Specifications - United States
Bridges - Earthquake effects Earthquake resistant design Structural analysis (Engineering) Earthquake hazard analysis Strains and stresses Elastic analysis (Engineering) Load factor design Soil-structure interaction Soil mechanics Shear strength of soils Shear flow Seismic waves - Damping Energy dissipation |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | section 1. Introduction -- section 2. Definitions and notation -- section 3. General requirements -- section 4. Analysis and design requirements -- section 5. Analytical models and procedures -- section 6. Foundation and abutment design -- section 7. Structural steel components -- section 8. Reinforced concrete components -- References -- Appendix A: Foundation-rocking analysis -- Appendix B: Design flowcharts. |
| Altri titoli varianti | AASHTO Guide Specifications for LRFD Seismic Bridge Design |
| Record Nr. | UNINA-9911006506403321 |
| : American Association of State Highway and Transportation Officials (AASHTO) | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Analysis of structures on elastic foundations / / Edward Tsudik
| Analysis of structures on elastic foundations / / Edward Tsudik |
| Autore | Tsudik Edward <1933-> |
| Edizione | [1st ed.] |
| Pubbl/distr/stampa | Plantation, FL : , : J. Ross Publishing, , [2013] |
| Descrizione fisica | 1 online resource (599 p.) |
| Disciplina | 624.1/5 |
| Soggetto topico |
Soil-structure interaction
Foundations Elastic analysis (Engineering) |
| ISBN |
1-68015-169-X
1-60427-730-0 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
""Content""; ""Preface""; ""About the Author""; ""1 Soils and Soil Models""; ""2 Analytical Methods of Analysis of Finite Beams on Winkler Foundation""; ""3 Simplified Analysis of Beams and Frames on Winkler Foundation""; ""4 Analysis of Beams on Elastic Half-Space""; ""5 Analysis of Beams on Elastic Half- Space, Plane Strain Analysis""; ""6 Numerical Analysis of Beams Supported on Elastic Half-Space and Elastic Layer""; ""7 Simplified Analysis of Mat Foundations""; ""8 Numerical Analysis of Mat Foundations""; ""9 Analysis of Circular Plates on Elastic Foundation""
""10 Special Structures on Elastic Foundation""""Index"" |
| Record Nr. | UNINA-9911006513003321 |
Tsudik Edward <1933->
|
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| Plantation, FL : , : J. Ross Publishing, , [2013] | ||
| 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 |
| 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
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||
| 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 | ||
| ||
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 | ||
| ||
Dynamic soil-structure interaction : current research in China and Switzerland / / edited by Zhang Chuhan and John P. Wolf
| Dynamic soil-structure interaction : current research in China and Switzerland / / edited by Zhang Chuhan and John P. Wolf |
| Pubbl/distr/stampa | Amsterdam ; ; New York, : Elsevier, 1998 |
| Descrizione fisica | 1 online resource (335 p.) |
| Disciplina | 624.1/5136 |
| Altri autori (Persone) |
ZhangChuhan
WolfJohn P |
| Collana | Developments in geotechnical engineering |
| Soggetto topico |
Soil-structure interaction
Soil-structure interaction - Research - China Soil-structure interaction - Research - Switzerland |
| ISBN |
1-281-11955-5
9786611119553 0-08-053058-3 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Front Cover; Dynamic Soil-Structure Interaction; Copyright Page; Preface; Contents; Chapter 1. Simple Physical Models for Foundation Dynamics; Chapter 2. The Scaled Boundary Finite-Element Method-Alias Consistent Infinitesimal Finite-Element Cell Method-for Unbounded Media; Chapter 3. Effects of Soil-Structure Interaction on Nonlinear Response of Arch Dams; Chapter 4. Application of Transmitting Boundaries to Non-Linear Dynamic Analysis of an Arch Dam-Foundation-Reservoir System; Chapter 5. A Decoupling Numerical Simulation of Wave Motion
Chapter 6. Scattering of Plane SH Waves by Cylindrical Surface Topography of Circular-Arc Cross-SectionChapter 7. Applications of Infinite Elements to Dynamic Soil-Structure Interaction Problems; Chapter 8. Non-Reflecting Boundary Conditions for Wave Propagation Problems and Their Stability Analysis; Chapter 9. Boundary Element Method for SH Waves in Elastic Half Plane with Stochastic and Heterogeneous Properties; Chapter 10. Effects of Soil-Structure Interaction on Structural Vibration Control; Chapter 11. Dynamic Soil-Structure Interaction for High-Rise Buildings Chapter 12. Nonlinear Dynamic Analysis of Saturated Soil-Structure Interaction by FEMChapter 13. Dynamic Soil-Structure Interaction on Layered Strata under Seismic Wave Incidence; Chapter 14. Nonlinear SSI-Simplified Approach, Model Test Verification and Parameter Studies for Seismic and Air-Blast Environment; Chapter 15. A Direct Method for Analysis of Dynamic Soil-Structure Interaction Based on Interface Idea; Chapter 16. An Analytical Approach for Evaluation of Global Dynamic Impedance of Semi-Circular Dam Canyon Cut in an Elastic Half-Space Chapter 17. A Coupling Model of FE-BE-IE-IBE for Nonlinear Layered Soil-Structure InteractionsChapter 18. A Hybrid Procedure of Distinct-Boundary Element for Discrete Rock Dynamic Analysis; Author Index |
| Record Nr. | UNINA-9911006653203321 |
| Amsterdam ; ; New York, : Elsevier, 1998 | ||
| 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 | ||
| ||
Geo-Congress 2022 : Geoenvironmental Engineering; Unsaturated Soils; and Contemporary Topics in Erosion, Sustainability, and Coal Combusion Residuals
| Geo-Congress 2022 : Geoenvironmental Engineering; Unsaturated Soils; and Contemporary Topics in Erosion, Sustainability, and Coal Combusion Residuals |
| Autore | Lemnitzer Anne |
| Edizione | [1st ed.] |
| Pubbl/distr/stampa | , : American Society of Civil Engineers, , 2022 |
| Descrizione fisica | 1 online resource (559 pages) |
| Altri autori (Persone) | StuedleinArmin Wilhelm <1978-> |
| Collana | Geotechnical Special Publications |
| Soggetto topico |
Soil-structure interaction
Structural engineering |
| ISBN |
9781523144815
1523144815 9780784484050 0784484058 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9911004737203321 |
|
Lemnitzer Anne
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| , : American Society of Civil Engineers, , 2022 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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