Unsaturated soils [[electronic resource] ] : a fundamental interpretation of soil behaviour / / E.J. Murray, V. Sivakumar
| Unsaturated soils [[electronic resource] ] : a fundamental interpretation of soil behaviour / / E.J. Murray, V. Sivakumar |
| Autore | Murray E. J (Edward John), <1949-> |
| Pubbl/distr/stampa | Chichester, West Sussex, U.K. ; ; Ames, Iowa, : Wiley-Blackwell, c2010 |
| Descrizione fisica | 1 online resource (304 p.) |
| Disciplina | 624.1/5136 |
| Altri autori (Persone) | SivakumarV |
| Soggetto topico |
Soil mechanics
Zone of aeration |
| Soggetto genere / forma | Electronic books. |
| ISBN |
1-282-65434-9
9786612654343 1-4443-2504-3 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Unsaturated Soils; Contents; Preface; Acknowledgements; Introduction; Symbols; 1 Properties of Unsaturated Soils; 1.1 Nature and genesis of unsaturated soils; 1.2 Soil variables; 1.3 Particle properties; 1.4 Phase properties and interactions; 1.5 Soil structure; 1.6 Experimental techniques for examining pore size distribution; 1.7 Pore size distribution; 1.8 Conclusions; 2 Suction Measurement and Control; 2.1 Introduction; 2.2 Techniques for measurement of suction; 2.3 Control of suction in laboratory tests; 2.4 Conclusions; 3 Laboratory Techniques; 3.1 Introduction
3.2 Material selection and specimen preparation3.3 Experimental techniques for volume change and strength measurements; 3.4 Essential measurements; 3.5 Further details of triaxial and stress path testing techniques; 3.6 Conclusions; 4 Background to the Stresses, Strains, Strength, Volume Change and Modelling of Unsaturated Soil; 4.1 Introduction; 4.2 Stresses in soils; 4.3 Strains in soils; 4.4 Constitutive modelling; 4.5 Critical state framework for saturated soils; 4.6 The constitutive Barcelona Basic Model for unsaturated soils 4.7 Extended constitutive and elasto-plastic critical state frameworks for unsaturated soils4.8 Concluding remarks; 5 Thermodynamics of Soil Systems; 5.1 Introduction; 5.2 Outline of thermodynamic principles and systems; 5.3 Introduction to equilibrium and meta-stable equilibrium; 5.4 Variables of state; 5.5 Extensive and intensive variables; 5.6 The laws of thermodynamics; 5.7 Thermodynamic potentials; 5.8 Thermodynamic potentials in practice; 5.9 Conjugate thermodynamic pairings; 5.10 Influence of a gravitational field; 5.11 Concluding remarks 6 Equilibrium Analysis and Assumptions in Triaxial Testing6.1 Introduction; 6.2 The minimum principles for the potentials; 6.3 Isotropic loading conditions; 6.4 Anisotropic loading conditions; 6.5 Work input and the thermodynamic potential; 6.6 The thermodynamic potential and axis translation; 6.7 The thermodynamic potential and an aggregated soil structure; 6.8 Conclusions; 7 Enthalpy and Equilibrium Stress Conditions in Unsaturated Soils; 7.1 Introduction; 7.2 Role of enthalpy; 7.3 Enthalpy and Terzaghi's effective stress for saturated soils; 7.4 Enthalpy of unsaturated soils 7.5 The significance of α7.6 Stress state in unsaturated soils; 7.7 Alternative equilibrium analysis; 7.8 Graphical representation of stress state in unsaturated soils; 7.9 Stress state variables and conjugate volumetric variables; 7.10 Hysteresis, collapse and discontinuities in soil behaviour; 7.11 Conclusions; 8 Shear Strength and Compression Characteristics of Unsaturated Soils; 8.1 Introduction; 8.2 Shear strength and critical state characteristics of unsaturated soils; 8.3 Equivalent strength parameters; 8.4 Compression and critical state characteristics of unsaturated kaolin 8.5 Modelling of unsaturated kaolin |
| Record Nr. | UNINA-9910459301603321 |
Murray E. J (Edward John), <1949->
|
||
| Chichester, West Sussex, U.K. ; ; Ames, Iowa, : Wiley-Blackwell, c2010 | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Unsaturated soils [[electronic resource] ] : a fundamental interpretation of soil behaviour / / E.J. Murray, V. Sivakumar
| Unsaturated soils [[electronic resource] ] : a fundamental interpretation of soil behaviour / / E.J. Murray, V. Sivakumar |
| Autore | Murray E. J (Edward John), <1949-> |
| Pubbl/distr/stampa | Chichester, West Sussex, U.K. ; ; Ames, Iowa, : Wiley-Blackwell, c2010 |
| Descrizione fisica | 1 online resource (304 p.) |
| Disciplina | 624.1/5136 |
| Altri autori (Persone) | SivakumarV |
| Soggetto topico |
Soil mechanics
Zone of aeration |
| ISBN |
1-282-65434-9
9786612654343 1-4443-2504-3 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Unsaturated Soils; Contents; Preface; Acknowledgements; Introduction; Symbols; 1 Properties of Unsaturated Soils; 1.1 Nature and genesis of unsaturated soils; 1.2 Soil variables; 1.3 Particle properties; 1.4 Phase properties and interactions; 1.5 Soil structure; 1.6 Experimental techniques for examining pore size distribution; 1.7 Pore size distribution; 1.8 Conclusions; 2 Suction Measurement and Control; 2.1 Introduction; 2.2 Techniques for measurement of suction; 2.3 Control of suction in laboratory tests; 2.4 Conclusions; 3 Laboratory Techniques; 3.1 Introduction
3.2 Material selection and specimen preparation3.3 Experimental techniques for volume change and strength measurements; 3.4 Essential measurements; 3.5 Further details of triaxial and stress path testing techniques; 3.6 Conclusions; 4 Background to the Stresses, Strains, Strength, Volume Change and Modelling of Unsaturated Soil; 4.1 Introduction; 4.2 Stresses in soils; 4.3 Strains in soils; 4.4 Constitutive modelling; 4.5 Critical state framework for saturated soils; 4.6 The constitutive Barcelona Basic Model for unsaturated soils 4.7 Extended constitutive and elasto-plastic critical state frameworks for unsaturated soils4.8 Concluding remarks; 5 Thermodynamics of Soil Systems; 5.1 Introduction; 5.2 Outline of thermodynamic principles and systems; 5.3 Introduction to equilibrium and meta-stable equilibrium; 5.4 Variables of state; 5.5 Extensive and intensive variables; 5.6 The laws of thermodynamics; 5.7 Thermodynamic potentials; 5.8 Thermodynamic potentials in practice; 5.9 Conjugate thermodynamic pairings; 5.10 Influence of a gravitational field; 5.11 Concluding remarks 6 Equilibrium Analysis and Assumptions in Triaxial Testing6.1 Introduction; 6.2 The minimum principles for the potentials; 6.3 Isotropic loading conditions; 6.4 Anisotropic loading conditions; 6.5 Work input and the thermodynamic potential; 6.6 The thermodynamic potential and axis translation; 6.7 The thermodynamic potential and an aggregated soil structure; 6.8 Conclusions; 7 Enthalpy and Equilibrium Stress Conditions in Unsaturated Soils; 7.1 Introduction; 7.2 Role of enthalpy; 7.3 Enthalpy and Terzaghi's effective stress for saturated soils; 7.4 Enthalpy of unsaturated soils 7.5 The significance of α7.6 Stress state in unsaturated soils; 7.7 Alternative equilibrium analysis; 7.8 Graphical representation of stress state in unsaturated soils; 7.9 Stress state variables and conjugate volumetric variables; 7.10 Hysteresis, collapse and discontinuities in soil behaviour; 7.11 Conclusions; 8 Shear Strength and Compression Characteristics of Unsaturated Soils; 8.1 Introduction; 8.2 Shear strength and critical state characteristics of unsaturated soils; 8.3 Equivalent strength parameters; 8.4 Compression and critical state characteristics of unsaturated kaolin 8.5 Modelling of unsaturated kaolin |
| Record Nr. | UNINA-9910785060303321 |
Murray E. J (Edward John), <1949->
|
||
| Chichester, West Sussex, U.K. ; ; Ames, Iowa, : Wiley-Blackwell, c2010 | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Unsaturated soils : a fundamental interpretation of soil behaviour / / E.J. Murray, V. Sivakumar
| Unsaturated soils : a fundamental interpretation of soil behaviour / / E.J. Murray, V. Sivakumar |
| Autore | Murray E. J (Edward John), <1949-> |
| Edizione | [1st ed.] |
| Pubbl/distr/stampa | Chichester, West Sussex, U.K. ; ; Ames, Iowa, : Wiley-Blackwell, c2010 |
| Descrizione fisica | 1 online resource (304 p.) |
| Disciplina | 624.1/5136 |
| Altri autori (Persone) | SivakumarV |
| Soggetto topico |
Soil mechanics
Zone of aeration |
| ISBN |
9786612654343
9781282654341 1282654349 9781444325041 1444325043 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Unsaturated Soils; Contents; Preface; Acknowledgements; Introduction; Symbols; 1 Properties of Unsaturated Soils; 1.1 Nature and genesis of unsaturated soils; 1.2 Soil variables; 1.3 Particle properties; 1.4 Phase properties and interactions; 1.5 Soil structure; 1.6 Experimental techniques for examining pore size distribution; 1.7 Pore size distribution; 1.8 Conclusions; 2 Suction Measurement and Control; 2.1 Introduction; 2.2 Techniques for measurement of suction; 2.3 Control of suction in laboratory tests; 2.4 Conclusions; 3 Laboratory Techniques; 3.1 Introduction
3.2 Material selection and specimen preparation3.3 Experimental techniques for volume change and strength measurements; 3.4 Essential measurements; 3.5 Further details of triaxial and stress path testing techniques; 3.6 Conclusions; 4 Background to the Stresses, Strains, Strength, Volume Change and Modelling of Unsaturated Soil; 4.1 Introduction; 4.2 Stresses in soils; 4.3 Strains in soils; 4.4 Constitutive modelling; 4.5 Critical state framework for saturated soils; 4.6 The constitutive Barcelona Basic Model for unsaturated soils 4.7 Extended constitutive and elasto-plastic critical state frameworks for unsaturated soils4.8 Concluding remarks; 5 Thermodynamics of Soil Systems; 5.1 Introduction; 5.2 Outline of thermodynamic principles and systems; 5.3 Introduction to equilibrium and meta-stable equilibrium; 5.4 Variables of state; 5.5 Extensive and intensive variables; 5.6 The laws of thermodynamics; 5.7 Thermodynamic potentials; 5.8 Thermodynamic potentials in practice; 5.9 Conjugate thermodynamic pairings; 5.10 Influence of a gravitational field; 5.11 Concluding remarks 6 Equilibrium Analysis and Assumptions in Triaxial Testing6.1 Introduction; 6.2 The minimum principles for the potentials; 6.3 Isotropic loading conditions; 6.4 Anisotropic loading conditions; 6.5 Work input and the thermodynamic potential; 6.6 The thermodynamic potential and axis translation; 6.7 The thermodynamic potential and an aggregated soil structure; 6.8 Conclusions; 7 Enthalpy and Equilibrium Stress Conditions in Unsaturated Soils; 7.1 Introduction; 7.2 Role of enthalpy; 7.3 Enthalpy and Terzaghi's effective stress for saturated soils; 7.4 Enthalpy of unsaturated soils 7.5 The significance of α7.6 Stress state in unsaturated soils; 7.7 Alternative equilibrium analysis; 7.8 Graphical representation of stress state in unsaturated soils; 7.9 Stress state variables and conjugate volumetric variables; 7.10 Hysteresis, collapse and discontinuities in soil behaviour; 7.11 Conclusions; 8 Shear Strength and Compression Characteristics of Unsaturated Soils; 8.1 Introduction; 8.2 Shear strength and critical state characteristics of unsaturated soils; 8.3 Equivalent strength parameters; 8.4 Compression and critical state characteristics of unsaturated kaolin 8.5 Modelling of unsaturated kaolin |
| Record Nr. | UNINA-9910971308503321 |
Murray E. J (Edward John), <1949->
|
||
| Chichester, West Sussex, U.K. ; ; Ames, Iowa, : Wiley-Blackwell, c2010 | ||
| Lo trovi qui: Univ. Federico II | ||
| ||