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Unsaturated soil mechanics in engineering practice [[electronic resource] /] / D.G. Fredlund, H. Rahardjo, M.D. Fredlund
| Unsaturated soil mechanics in engineering practice [[electronic resource] /] / D.G. Fredlund, H. Rahardjo, M.D. Fredlund |
| Autore | Fredlund D. G (Delwyn G.), <1940-> |
| Pubbl/distr/stampa | Hoboken, N.J., : John Wiley & Sons, Inc., c2012 |
| Descrizione fisica | 1 online resource (946 p.) |
| Disciplina | 624.1/5136 |
| Altri autori (Persone) |
RahardjoH (Harianto)
FredlundMurray D. <1968-> |
| Soggetto topico |
Soil mechanics
Soil moisture Soils - Testing Soil mechanics - Mathematical models |
| ISBN |
1-5231-2385-0
1-282-13454-X 9786613807120 1-118-28050-4 1-118-28049-0 1-118-28051-2 |
| Classificazione | TEC009020 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Unsaturated Soil Mechanics in Engineering Practice; Contents; Foreword; Preface; Acknowledgments; Chapter 1 Theory to Practice of Unsaturated Soil Mechanics; 1.1 Introduction; 1.1.1 Application of Unsaturated Soil Mechanics in Engineering Practice; 1.1.2 Scope of the Book; 1.1.3 Gradual Emergence of Unsaturated Soil Mechanics; 1.1.4 Challenges to Implementation; 1.1.5 Laboratory and Field Visualization of Degree of Saturation; 1.2 Moisture and Thermal Flux Boundary Conditions; 1.2.1 Quantification of Moisture and Thermal Boundary Fluxes; 1.3 Determination of Unsaturated Soil Properties
1.3.1 Estimation Procedures for Unsaturated Soil Properties1.3.2 Design Protocols for Unsaturated Soil Properties; 1.4 Stages in Moving Toward Implementation; 1.4.1 State Variable Stage; 1.4.2 Constitutive Stage; 1.4.3 Formulation Stage; 1.4.4 Solution Stage; 1.4.5 Design Stage; 1.4.6 Verification and Monitoring Stage; 1.4.7 Implementation Stage; 1.5 Need for Unsaturated Soil Mechanics; 1.5.1 Application Areas for Unsaturated Soil Mechanics; 1.5.2 Construction and Operation of a Dam; 1.5.3 Natural Slopes Subjected to Environmental Changes; 1.5.4 Mounding Below Waste Retention Ponds 1.5.5 Stability of Vertical or Near-Vertical Excavations1.5.6 Bearing Capacity for Shallow Foundations; 1.5.7 Ground Movements Involving Expansive Soils; 1.5.8 Design of Soil Cover Systems and Capillary Breaks; 1.5.9 Road and Railroad Structures; 1.5.10 Characteristics of Unsaturated Soil Examples; 1.6 Partial Differential Equations in Soil Mechanics; 1.6.1 Components of Boundary Value Problem; 1.6.2 Partial Differential Equation Solving; 1.6.3 Convergence of Nonlinear Partial Differential Equations; 1.6.4 Uncoupled Processes in Unsaturated Soil Mechanics 1.6.5 Numerical Modeling of Saturated-Unsaturated Soils1.6.6 Example of Two-Dimensional Seepage Analysis; 1.6.7 Finite Element Mesh for Three-Dimensional Tailings Pond; 1.6.8 Example of Stress and Shear Strength Applications; 1.6.9 Example of Combined Stress, Seepage, and Deformation Analysis; 1.7 Engineering Protocols for Unsaturated Soils; 1.7.1 Definition of Engineering Protocol; 1.7.2 Categorization of Engineering Design Protocols; 1.7.3 Preliminary Design Protocols; 1.7.4 Final Design Protocols; 1.7.5 Verification or Monitoring Category 1.7.6 Other Factors Affecting Engineering Design Protocol1.7.7 Challenge for the Future; Chapter 2 Nature and Phase Properties of Unsaturated Soil; 2.1 Introduction; 2.1.1 What Is an Unsaturated Soil?; 2.1.2 Unsaturated Soil as Four-Phase Mixture; 2.1.3 Distinctive Features of Contractile Skin; 2.1.4 Terminology for Continuum Mechanics Variables of State; 2.1.5 Designation of Stress State Variables; 2.1.6 Designation of Deformation State Variables; 2.1.7 Typical Profiles of Unsaturated Soils; 2.2 Soil Classification; 2.2.1 Grain-Size Distribution Curves 2.2.2 Equation for Grain-Size Distribution Curve |
| Record Nr. | UNINA-9910138869503321 |
Fredlund D. G (Delwyn G.), <1940->
|
||
| Hoboken, N.J., : John Wiley & Sons, Inc., c2012 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Unsaturated soil mechanics in engineering practice [[electronic resource] /] / D.G. Fredlund, H. Rahardjo, M.D. Fredlund
| Unsaturated soil mechanics in engineering practice [[electronic resource] /] / D.G. Fredlund, H. Rahardjo, M.D. Fredlund |
| Autore | Fredlund D. G (Delwyn G.), <1940-> |
| Edizione | [1st ed.] |
| Pubbl/distr/stampa | Hoboken, N.J., : John Wiley & Sons, Inc., c2012 |
| Descrizione fisica | 1 online resource (946 p.) |
| Disciplina | 624.1/5136 |
| Altri autori (Persone) |
RahardjoH (Harianto)
FredlundMurray D. <1968-> |
| Soggetto topico |
Soil mechanics
Soil moisture Soils - Testing Soil mechanics - Mathematical models |
| ISBN |
1-5231-2385-0
1-282-13454-X 9786613807120 1-118-28050-4 1-118-28049-0 1-118-28051-2 |
| Classificazione | TEC009020 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Unsaturated Soil Mechanics in Engineering Practice; Contents; Foreword; Preface; Acknowledgments; Chapter 1 Theory to Practice of Unsaturated Soil Mechanics; 1.1 Introduction; 1.1.1 Application of Unsaturated Soil Mechanics in Engineering Practice; 1.1.2 Scope of the Book; 1.1.3 Gradual Emergence of Unsaturated Soil Mechanics; 1.1.4 Challenges to Implementation; 1.1.5 Laboratory and Field Visualization of Degree of Saturation; 1.2 Moisture and Thermal Flux Boundary Conditions; 1.2.1 Quantification of Moisture and Thermal Boundary Fluxes; 1.3 Determination of Unsaturated Soil Properties
1.3.1 Estimation Procedures for Unsaturated Soil Properties1.3.2 Design Protocols for Unsaturated Soil Properties; 1.4 Stages in Moving Toward Implementation; 1.4.1 State Variable Stage; 1.4.2 Constitutive Stage; 1.4.3 Formulation Stage; 1.4.4 Solution Stage; 1.4.5 Design Stage; 1.4.6 Verification and Monitoring Stage; 1.4.7 Implementation Stage; 1.5 Need for Unsaturated Soil Mechanics; 1.5.1 Application Areas for Unsaturated Soil Mechanics; 1.5.2 Construction and Operation of a Dam; 1.5.3 Natural Slopes Subjected to Environmental Changes; 1.5.4 Mounding Below Waste Retention Ponds 1.5.5 Stability of Vertical or Near-Vertical Excavations1.5.6 Bearing Capacity for Shallow Foundations; 1.5.7 Ground Movements Involving Expansive Soils; 1.5.8 Design of Soil Cover Systems and Capillary Breaks; 1.5.9 Road and Railroad Structures; 1.5.10 Characteristics of Unsaturated Soil Examples; 1.6 Partial Differential Equations in Soil Mechanics; 1.6.1 Components of Boundary Value Problem; 1.6.2 Partial Differential Equation Solving; 1.6.3 Convergence of Nonlinear Partial Differential Equations; 1.6.4 Uncoupled Processes in Unsaturated Soil Mechanics 1.6.5 Numerical Modeling of Saturated-Unsaturated Soils1.6.6 Example of Two-Dimensional Seepage Analysis; 1.6.7 Finite Element Mesh for Three-Dimensional Tailings Pond; 1.6.8 Example of Stress and Shear Strength Applications; 1.6.9 Example of Combined Stress, Seepage, and Deformation Analysis; 1.7 Engineering Protocols for Unsaturated Soils; 1.7.1 Definition of Engineering Protocol; 1.7.2 Categorization of Engineering Design Protocols; 1.7.3 Preliminary Design Protocols; 1.7.4 Final Design Protocols; 1.7.5 Verification or Monitoring Category 1.7.6 Other Factors Affecting Engineering Design Protocol1.7.7 Challenge for the Future; Chapter 2 Nature and Phase Properties of Unsaturated Soil; 2.1 Introduction; 2.1.1 What Is an Unsaturated Soil?; 2.1.2 Unsaturated Soil as Four-Phase Mixture; 2.1.3 Distinctive Features of Contractile Skin; 2.1.4 Terminology for Continuum Mechanics Variables of State; 2.1.5 Designation of Stress State Variables; 2.1.6 Designation of Deformation State Variables; 2.1.7 Typical Profiles of Unsaturated Soils; 2.2 Soil Classification; 2.2.1 Grain-Size Distribution Curves 2.2.2 Equation for Grain-Size Distribution Curve |
| Record Nr. | UNINA-9910807205903321 |
|
Fredlund D. G (Delwyn G.), <1940->
|
||
| Hoboken, N.J., : John Wiley & Sons, Inc., c2012 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
