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Foundation design : theory and practice / / N. S. V. Kameswara Rao
| Foundation design : theory and practice / / N. S. V. Kameswara Rao |
| Autore | Kameswara Rao N. S. V. |
| Pubbl/distr/stampa | Singapore : , : John Wiley & Sons (Asia) Pte. Ltd, , 2011 |
| Descrizione fisica | 1 online resource (1174 p.) |
| Disciplina | 624.1/5 |
| Soggetto topico | Foundations |
| Soggetto genere / forma | Electronic books. |
| ISBN |
0-470-82535-9
0-470-82815-3 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Cover; Title Page; Copyright; Preface; Acknowledgements; Chapter 1: Introduction; 1.1 Foundations, Soils and Superstructures; 1.2 Classification of Foundations; 1.3 Selection of Type of Foundation; 1.4 General Guidelines for Design; 1.5 Modeling, Parameters, Analysis and Design Criteria; 1.6 Soil Maps; Chapter 2: Engineering Properties of Soil; 2.1 Introduction; 2.2 Basic Soil Relations; 2.3 Soil Classification; 2.4 Permeability; 2.5 Over Consolidation Ratio; 2.6 Relative Density; 2.7 Terzaghi's Effective Stress Principle; 2.8 Compaction of Soils; 2.9 Consolidation and Compressibility
3.5 UBC and Probable Settlements Using Field Plate Load Test3.6 Elastic Stress and Displacement Distribution in Soils; 3.7 Settlement Analysis; 3.8 Lateral Earth Pressure; 3.9 Coefficient of Earth Pressure at Rest; 3.10 Other Theories of Lateral Pressure; 3.11 Examples; Chapter 4: Rational Design of Shallow Foundations; 4.1 Introduction; 4.2 Shallow Foundations; 4.3 Conventional Design and Rational Design; 4.4 Procedures for the Design of Footings; 4.5 Conventional Structural Design of Footings; 4.6 Foundations in Difficult Soil Formations 4.7 Modeling Soil Structure Interactions for Rational Design of Foundations4.8 Evaluation of Spring Constant in Winkler's Soil Model; 4.9 Soil-Structure Interaction Equations; 4.10 Summary; Chapter 5: Analysis of Footings on Elastic Foundations; 5.1 Introduction; 5.2 Literature Review; 5.3 Analysis of BEF; 5.4 Infinite Beams on Elastic Foundations; 5.5 Finite Beams on Elastic Foundations; 5.6 Plates on Elastic Foundations; 5.7 Summary; Appendix 5.A Matrix of Influence Functions (Method of Initial Parameters); Chapter 6: Numerical and Finite Difference Methods; 6.1 Introduction 6.2 Trial Solutions with Undetermined Parameters6.3 Finite Difference Method; 6.4 FDM Applications to General BEF Problems; 6.5 Boundary Conditions; 6.6 Calculation of Bending Moments; 6.7 Shear Forces; 6.8 Vertical Reactions; 6.9 Simplification for Prismatic Beams; 6.10 FDM for Rectangular Plates on Elastic Foundations; 6.11 FDM for Circular and Annular Plates on Elastic Foundations; 6.12 BEF Software Package; 6.13 Summary; Chapter 7: Finite Element Method; 7.1 General Philosophy; 7.2 Finite Element Procedure; 7.3 Formulation of Finite Element Characteristics (Stiffness Analysis) 7.4 Beam Elements |
| Record Nr. | UNINA-9910459858403321 |
Kameswara Rao N. S. V.
|
||
| Singapore : , : John Wiley & Sons (Asia) Pte. Ltd, , 2011 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Foundation design : theory and practice / / N. S. V. Kameswara Rao
| Foundation design : theory and practice / / N. S. V. Kameswara Rao |
| Autore | Kameswara Rao N. S. V. |
| Pubbl/distr/stampa | Singapore : , : John Wiley & Sons (Asia) Pte. Ltd, , 2011 |
| Descrizione fisica | 1 online resource (1174 p.) |
| Disciplina | 624.1/5 |
| Soggetto topico | Foundations |
| ISBN |
0-470-82535-9
0-470-82815-3 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Cover; Title Page; Copyright; Preface; Acknowledgements; Chapter 1: Introduction; 1.1 Foundations, Soils and Superstructures; 1.2 Classification of Foundations; 1.3 Selection of Type of Foundation; 1.4 General Guidelines for Design; 1.5 Modeling, Parameters, Analysis and Design Criteria; 1.6 Soil Maps; Chapter 2: Engineering Properties of Soil; 2.1 Introduction; 2.2 Basic Soil Relations; 2.3 Soil Classification; 2.4 Permeability; 2.5 Over Consolidation Ratio; 2.6 Relative Density; 2.7 Terzaghi's Effective Stress Principle; 2.8 Compaction of Soils; 2.9 Consolidation and Compressibility
3.5 UBC and Probable Settlements Using Field Plate Load Test3.6 Elastic Stress and Displacement Distribution in Soils; 3.7 Settlement Analysis; 3.8 Lateral Earth Pressure; 3.9 Coefficient of Earth Pressure at Rest; 3.10 Other Theories of Lateral Pressure; 3.11 Examples; Chapter 4: Rational Design of Shallow Foundations; 4.1 Introduction; 4.2 Shallow Foundations; 4.3 Conventional Design and Rational Design; 4.4 Procedures for the Design of Footings; 4.5 Conventional Structural Design of Footings; 4.6 Foundations in Difficult Soil Formations 4.7 Modeling Soil Structure Interactions for Rational Design of Foundations4.8 Evaluation of Spring Constant in Winkler's Soil Model; 4.9 Soil-Structure Interaction Equations; 4.10 Summary; Chapter 5: Analysis of Footings on Elastic Foundations; 5.1 Introduction; 5.2 Literature Review; 5.3 Analysis of BEF; 5.4 Infinite Beams on Elastic Foundations; 5.5 Finite Beams on Elastic Foundations; 5.6 Plates on Elastic Foundations; 5.7 Summary; Appendix 5.A Matrix of Influence Functions (Method of Initial Parameters); Chapter 6: Numerical and Finite Difference Methods; 6.1 Introduction 6.2 Trial Solutions with Undetermined Parameters6.3 Finite Difference Method; 6.4 FDM Applications to General BEF Problems; 6.5 Boundary Conditions; 6.6 Calculation of Bending Moments; 6.7 Shear Forces; 6.8 Vertical Reactions; 6.9 Simplification for Prismatic Beams; 6.10 FDM for Rectangular Plates on Elastic Foundations; 6.11 FDM for Circular and Annular Plates on Elastic Foundations; 6.12 BEF Software Package; 6.13 Summary; Chapter 7: Finite Element Method; 7.1 General Philosophy; 7.2 Finite Element Procedure; 7.3 Formulation of Finite Element Characteristics (Stiffness Analysis) 7.4 Beam Elements |
| Record Nr. | UNINA-9910790056603321 |
|
Kameswara Rao N. S. V.
|
||
| Singapore : , : John Wiley & Sons (Asia) Pte. Ltd, , 2011 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Foundation design : theory and practice / / N. S. V. Kameswara Rao
| Foundation design : theory and practice / / N. S. V. Kameswara Rao |
| Autore | Kameswara Rao N. S. V. |
| Pubbl/distr/stampa | Singapore : , : John Wiley & Sons (Asia) Pte. Ltd, , 2011 |
| Descrizione fisica | 1 online resource (1174 p.) |
| Disciplina | 624.1/5 |
| Soggetto topico | Foundations |
| ISBN |
0-470-82535-9
0-470-82815-3 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Cover; Title Page; Copyright; Preface; Acknowledgements; Chapter 1: Introduction; 1.1 Foundations, Soils and Superstructures; 1.2 Classification of Foundations; 1.3 Selection of Type of Foundation; 1.4 General Guidelines for Design; 1.5 Modeling, Parameters, Analysis and Design Criteria; 1.6 Soil Maps; Chapter 2: Engineering Properties of Soil; 2.1 Introduction; 2.2 Basic Soil Relations; 2.3 Soil Classification; 2.4 Permeability; 2.5 Over Consolidation Ratio; 2.6 Relative Density; 2.7 Terzaghi's Effective Stress Principle; 2.8 Compaction of Soils; 2.9 Consolidation and Compressibility
3.5 UBC and Probable Settlements Using Field Plate Load Test3.6 Elastic Stress and Displacement Distribution in Soils; 3.7 Settlement Analysis; 3.8 Lateral Earth Pressure; 3.9 Coefficient of Earth Pressure at Rest; 3.10 Other Theories of Lateral Pressure; 3.11 Examples; Chapter 4: Rational Design of Shallow Foundations; 4.1 Introduction; 4.2 Shallow Foundations; 4.3 Conventional Design and Rational Design; 4.4 Procedures for the Design of Footings; 4.5 Conventional Structural Design of Footings; 4.6 Foundations in Difficult Soil Formations 4.7 Modeling Soil Structure Interactions for Rational Design of Foundations4.8 Evaluation of Spring Constant in Winkler's Soil Model; 4.9 Soil-Structure Interaction Equations; 4.10 Summary; Chapter 5: Analysis of Footings on Elastic Foundations; 5.1 Introduction; 5.2 Literature Review; 5.3 Analysis of BEF; 5.4 Infinite Beams on Elastic Foundations; 5.5 Finite Beams on Elastic Foundations; 5.6 Plates on Elastic Foundations; 5.7 Summary; Appendix 5.A Matrix of Influence Functions (Method of Initial Parameters); Chapter 6: Numerical and Finite Difference Methods; 6.1 Introduction 6.2 Trial Solutions with Undetermined Parameters6.3 Finite Difference Method; 6.4 FDM Applications to General BEF Problems; 6.5 Boundary Conditions; 6.6 Calculation of Bending Moments; 6.7 Shear Forces; 6.8 Vertical Reactions; 6.9 Simplification for Prismatic Beams; 6.10 FDM for Rectangular Plates on Elastic Foundations; 6.11 FDM for Circular and Annular Plates on Elastic Foundations; 6.12 BEF Software Package; 6.13 Summary; Chapter 7: Finite Element Method; 7.1 General Philosophy; 7.2 Finite Element Procedure; 7.3 Formulation of Finite Element Characteristics (Stiffness Analysis) 7.4 Beam Elements |
| Record Nr. | UNINA-9910824013903321 |
|
Kameswara Rao N. S. V.
|
||
| Singapore : , : John Wiley & Sons (Asia) Pte. Ltd, , 2011 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||