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Unsaturated soils : a fundamental interpretation of soil behaviour /
An understanding of the mechanical properties of unsaturalod soils is crucia for geotechnical entineers worldwide, as well as those conccrned with the interaction of structures with the ground. This book deals principally with the grained clays and silts or soils containing coarser sand and gravel p...
| Clasificación: | Libro Electrónico |
|---|---|
| Autor principal: | |
| Otros Autores: | |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
Chichester, West Sussex, U.K. ; Ames, Iowa :
Wiley-Blackwell,
©2010.
|
| Temas: | |
| Acceso en línea: | Texto completo |
MARC
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| 100 | 1 | |a Murray, E. J. |q (Edward John), |d 1949- |1 https://id.oclc.org/worldcat/entity/E39PCjHdgJGqWkYc7b7P8QVP73 | |
| 245 | 1 | 0 | |a Unsaturated soils : |b a fundamental interpretation of soil behaviour / |c E.J. Murray, V. Sivakumar. |
| 260 | |a Chichester, West Sussex, U.K. ; |a Ames, Iowa : |b Wiley-Blackwell, |c ©2010. | ||
| 300 | |a 1 online resource (284 pages) | ||
| 336 | |a text |b txt |2 rdacontent | ||
| 337 | |a computer |b c |2 rdamedia | ||
| 338 | |a online resource |b cr |2 rdacarrier | ||
| 504 | |a Includes bibliographical references (pages 254-272) and index. | ||
| 588 | 0 | |a Print version record. | |
| 520 | |a An understanding of the mechanical properties of unsaturalod soils is crucia for geotechnical entineers worldwide, as well as those conccrned with the interaction of structures with the ground. This book deals principally with the grained clays and silts or soils containing coarser sand and gravel particles but with a significant percentage of fines. | ||
| 520 | |a The Study of unsaturated soil is a practical subject, linking fundmental science to nature Soils in general are inherently variable and their behaviour is not easy to analyse or predict, and unsaturated soils raise the complexity to a higher level. Even amongst practicing entineers, there is often a lack of awareness of the intricacies of the subject. This book offers a perspective of unsatureafed soils based on recent research and demonstrates how this doveteials with the general discipline of soil mechanics. | ||
| 520 | |a Following an introduction to the basic soil variables the the phases the phase interactions and the relevance of soil structure an up to date review of laboratory testing techniques is presented this includes suction measurement and control techniques in triaxial cell testing. This is followed by an introduction to stress state variables critical state and theoretical models in unsaturated soils. | ||
| 520 | |a A detailed description of the thermodynamic principles as applied to multi phase materials under equilibrium conditions follows. Tahese principles are then used to explore and explore and develop a fundamental the oretical basis for analysing unsaturated soils. Soil structure is broken down into its compoment paints to develop equatrions describing the dual stress regime. The critical. State strength and compression characteristiies of unsaturated soils are examined and it is shown how the behaviour may be viewd as a three dimensional model in dimensionless stress volume space. The analysis is then extended to the work input into unsaturated soils and the development of conjugate stress, volumetric and strain incerment variables. These are used to examine the micromechanical behaviour of kaolin specimens subjected to trixial shear strength tests and lead to observations detectable by other means. | ||
| 520 | |a Unsaturated Soils, a fundamental interpretation of soil behaviour covers a rapidly advancing area of study, research and engineering practice and offers a deeper appreciation of the key characteristics of unsaturated soil. It provides students and researchers witha framework for understanding soil behaviour and demonstrates how to interpret experimental strength and compression data. --Book Jacket. | ||
| 505 | 0 | |6 880-01 |a 1. Properties of Unsaturated Soils -- 2. Suction Measurement and Control. -- 3. Laboratory Techniques. -- 4. Background to the Stresses, Strains, Strength, Volume Change and Modelling of Unsaturated Soil. -- 5. Thermodynamics of Soil Systems. -- 6. Equilibrium Analysis and Assumptions in Triaxial Testing. -- 7. Enthalpy and Equilibrium Stress Conditions in Unsaturated Soils. -- 8. Shear Strength and Compression Characteristics of Unsaturated Soils. -- 9. Work Input, Conjugate Variables and Load-Deformation Behaviour of Unsaturated Soils. | |
| 546 | |a English. | ||
| 590 | |a ProQuest Ebook Central |b Ebook Central Academic Complete | ||
| 650 | 0 | |a Soil mechanics. | |
| 650 | 0 | |a Zone of aeration. | |
| 650 | 6 | |a Mécanique des sols. | |
| 650 | 6 | |a Zone d'aération. | |
| 650 | 7 | |a soil mechanics. |2 aat | |
| 650 | 7 | |a TECHNOLOGY & ENGINEERING |x Civil |x Soil & Rock. |2 bisacsh | |
| 650 | 7 | |a Soil mechanics |2 fast | |
| 650 | 7 | |a Zone of aeration |2 fast | |
| 700 | 1 | |a Sivakumar, V. | |
| 758 | |i has work: |a Unsaturated soils (Text) |1 https://id.oclc.org/worldcat/entity/E39PCFTGgCTcyHC6FJyJfxKdry |4 https://id.oclc.org/worldcat/ontology/hasWork | ||
| 776 | 0 | 8 | |i Print version: |a Murray, E.J. (Edward John), 1949- |t Unsaturated soils. |d Chichester, West Sussex, U.K. ; Ames, Iowa : Wiley-Blackwell, ©2010 |z 9781444332124 |w (DLC) 2010007734 |w (OCoLC)555629663 |
| 856 | 4 | 0 | |u https://ebookcentral.uam.elogim.com/lib/uam-ebooks/detail.action?docID=547207 |z Texto completo |
| 880 | 0 | 0 | |6 505-01/(S |g Machine generated contents note: |g 1. |t Properties of Unsaturated Soils -- |g 1.1. |t Nature and genesis of unsaturated soils -- |g 1.2. |t Soil variables -- |g 1.3. |t Particle properties -- |g 1.4. |t Phase properties and interactions -- |g 1.5. |t Soil structure -- |g 1.6. |t Experimental techniques for examining pore size distribution -- |g 1.7. |t Pore size distribution -- |g 1.8. |t Conclusions -- |g 2. |t Suction Measurement and Control -- |g 2.1. |t Introduction -- |g 2.2. |t Techniques for measurement of suction -- |g 2.3. |t Control of suction in laboratory tests -- |g 2.4. |t Conclusions -- |g 3. |t Laboratory Techniques -- |g 3.1. |t Introduction -- |g 3.2. |t Material selection and specimen preparation -- |g 3.3. |t Experimental techniques for volume change and strength measurements -- |g 3.4. |t Essential measurements -- |g 3.5. |t Further details of triaxial and stress path testing techniques -- |g 3.6. |t Conclusions -- |g 4. |t Background to the the Stresses, Strains, Strength, Volume Change and Modelling of Unsaturated Soil -- |g 4.1. |t Introduction -- |g 4.2. |t Stresses in soils -- |g 4.3. |t Strains in soils -- |g 4.4. |t Constitutive modelling -- |g 4.5. |t Critical state framework for saturated soils -- |g 4.6. |t constitutive Barcelona Basic Model for unsaturated soils -- |g 4.7. |t Extended constitutive and elasto-plastic critical state frameworks for unsaturated soils -- |g 4.8. |t Concluding remarks -- |g 5. |t Thermodynamics of Soil Systems -- |g 5.1. |t Introduction -- |g 5.2. |t Outline of thermodynamic principles and systems -- |g 5.3. |t Introduction to equilibrium and meta-stable equilibrium -- |g 5.4. |t Variables of state -- |g 5.5. |t Extensive and intensive variables -- |g 5.6. |t laws of thermodynamics -- |g 5.7. |t Thermodynamic potentials -- |g 5.8. |t Thermodynamic potentials in practice -- |g 5.9. |t Conjugate thermodynamic pairings -- |g 5.10. |t Influence of a gravitational field -- |g 5.11. |t Concluding remarks -- |g 6. |t Equilibrium Analysis and Assumptions in Triaxial Testing -- |g 6.1. |t Introduction -- |g 6.2. |t minimum principles for the potentials -- |g 6.3. |t Isotropic loading conditions -- |g 6.4. |t Anisotropic loading conditions -- |g 6.5. |t Work input and the thermodynamic potential -- |g 6.6. |t thermodynamic potential and axis translation -- |g 6.7. |t thermodynamic potential and an aggregated soil structure -- |g 6.8. |t Conclusions -- |g 7. |t Enthalpy and Equilibrium Stress Conditions in Unsaturated Soils -- |g 7.1. |t Introduction -- |g 7.2. |t Role of enthalpy -- |g 7.3. |t Enthalpy and Terzaghi's effective stress for saturated soils -- |g 7.4. |t Enthalpy of unsaturated soils -- |g 7.5. |t significance of α -- |g 7.6. |t Stress state in unsaturated soils -- |g 7.7. |t Alternative equilibrium analysis -- |g 7.8. |t Graphical representation of stress state in unsaturated soils -- |g 7.9. |t Stress state variables and conjugate volumetric variables -- |g 7.10. |t Hysteresis, collapse and discontinuities in soil behaviour -- |g 7.11. |t Conclusions -- |g 8. |t Shear Strength and Compression Characteristics of Unsaturated Soils -- |g 8.1. |t Introduction -- |g 8.2. |t Shear strength and critical state characteristics of unsaturated soils -- |g 8.3. |t Equivalent strength parameters -- |g 8.4. |t Compression and critical state characteristics of unsaturated kaolin -- |g 8.5. |t Modelling of unsaturated kaolin -- |g 8.6. |t Structure, variables and parameters -- |g 8.7. |t Conclusions -- |g 9. |t Work Input, Conjugate Variables and Load-Deformation Behaviour of Unsaturated Soils -- |g 9.1. |t Introduction -- |g 9.2. |t Work input under triaxial stress conditions -- |g 9.3. |t Components of the deviator stress -- |g 9.4. |t Work input to unsaturated soils -- |g 9.5. |t Analysis of the mobilised stress ratios -- |g 9.6. |t Continuity relationships between strain-increments -- |g 9.7. |t Stress state variables and conjugate volumetric and strain-increment variables -- |g 9.8. |t meaning and interpretation of stresses and strains -- |g 9.9. |t Analysis of triaxial experimental data on kaolin -- |g 9.10. |t Conclusions. |
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