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Soil Properties and their Correlations.
An essential guide to improving preliminary geotechnical analysis and design from limited data, 'Soil Properties and their Correlations' provides a summary of commonly-used soil engineering properties and gives a wide range of correlations between the various properties, presented in the c...
| Clasificación: | Libro Electrónico |
|---|---|
| Autor principal: | |
| Otros Autores: | |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
Newark :
Wiley,
2016.
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| Edición: | 2nd ed. |
| Temas: | |
| Acceso en línea: | Texto completo |
MARC
| LEADER | 00000cam a2200000Mu 4500 | ||
|---|---|---|---|
| 001 | EBOOKCENTRAL_ocn954284440 | ||
| 003 | OCoLC | ||
| 005 | 20240329122006.0 | ||
| 006 | m o d | ||
| 007 | cr |n||||||||| | ||
| 008 | 160730s2016 nju o 000 0 eng d | ||
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| 020 | |a 9781119130895 | ||
| 020 | |a 1119130891 | ||
| 020 | |z 9781119130888 | ||
| 035 | |a (OCoLC)954284440 | ||
| 050 | 4 | |a TA710 |b .C378 2016eb | |
| 082 | 0 | 4 | |a 624.1/5136 |2 23 |
| 049 | |a UAMI | ||
| 100 | 1 | |a Carter, Michael. | |
| 245 | 1 | 0 | |a Soil Properties and their Correlations. |
| 250 | |a 2nd ed. | ||
| 260 | |a Newark : |b Wiley, |c 2016. | ||
| 300 | |a 1 online resource (249 pages) | ||
| 336 | |a text |b txt |2 rdacontent | ||
| 337 | |a computer |b c |2 rdamedia | ||
| 338 | |a online resource |b cr |2 rdacarrier | ||
| 588 | 0 | |a Print version record. | |
| 505 | 0 | |a Title Page ; Copyright Page; Contents; Preface; Acknowledgements; List of Symbols; List of Property Values and Correlations in the Tables and Figures; Chapter 1 Commonly Measured Properties; 1.1 Moisture Content; 1.1.1 Test Methods; 1.2 Grading; 1.2.1 Test Methods; 1.3 Plasticity; 1.3.1 Test Methods; 1.4 Specific Gravity of Soil Particles; 1.4.1 Test Method; 1.5 Soil Density; 1.5.1 Test Methods; 1.6 Permeability; 1.6.1 Test Methods; 1.7 Consolidation; 1.7.1 Test Method; 1.8 Shear Strength; 1.8.1 Test Methods; 1.8.2 Choice of Shear Strength Test; 1.9 Standard Compaction Test. | |
| 505 | 8 | |a 1.9.1 Test Method 1.10 California Bearing Ratio; 1.10.1 Test Method; 1.11 Other Properties; 1.11.1 Swelling Potential; 1.11.2 Frost Susceptibility; 1.11.3 Combustible Content; References; Chapter 2 Grading and Plasticity; 2.1 Grading; 2.1.1 The Influence of Grading on Soil Properties; 2.1.2 Standard Grading Divisions; 2.2 Plasticity; 2.2.1 Consistency Limits; 2.2.2 Development of the Liquid and Plastic Limit Tests; 2.2.3 Plasticity Test Results and Plasticity Descriptions; 2.2.4 The Shrinkage Limit Test; 2.2.5 Consistency Limits as Indicators of Soil Behaviour. | |
| 505 | 8 | |a 2.2.6 Limitations of the Use of Plasticity LimitsReferences; Chapter 3 Density; 3.1 Density in the Context of Soils; 3.1.1 Density Relationships; 3.1.2 Typical Natural Density Values; 3.2 Compacted Density; 3.2.1 Typical Compacted Density Values; 3.2.2 Quick Estimates of Maximum Dry Density and Optimum Moisture Content; 3.3 Relative Density; 3.3.1 Field Measurement of Relative Density; 3.3.2 SPT Correction Factors; 3.3.3 Other Dynamic Cone Tests; 3.3.4 Static Cone Tests; References; Chapter 4 Permeability; 4.1 Effects of Soil Macro-Structure; 4.2 Typical Values; 4.3 Permeability and Grading. | |
| 504 | |a ReferencesChapter 5 Consolidation and Settlement; 5.1 Compressibility of Clays; 5.1.1 Compressibility Parameters; 5.1.2 Settlement Calculations Using Consolidation Theory; 5.1.3 Settlement Calculations Using Elastic Theory; 5.1.4 Typical Values and Correlations of Compressibility Coefficients; 5.1.5 Settlement Corrections; 5.2 Rate of Consolidation of Clays; 5.3 Secondary Compression; 5.4 Settlement of Sands and Gravels; 5.4.1 Methods Based on Standard Penetration Tests; 5.4.2 Methods Based on Plate Bearing Tests; 5.5 Assessment of Settlement Parameters from Static Cone Penetration Testing. | ||
| 505 | 8 | |a 5.5.1 Coefficient of Volume Compressibility5.5.2 Coefficient of Consolidation; References; Chapter 6 Shear Strength; 6.1 Stresses Within a Material; 6.1.1 The Mohr Diagram; 6.1.2 Relationships of Stresses at a Point; 6.2 Shear Strength in Soils; 6.3 The Choice of Total or Effective Stress Analysis; 6.3.1 The Choice in Practice; 6.4 Peak, Residual and Constant-Volume Shear Strength; 6.5 Undrained Shear Strength of Clays; 6.5.1 Consistency and Remoulded Shear Strength; 6.5.2 Consistency and Undisturbed Shear Strength; 6.5.3 Estimates Using the Standard Penetration Test. | |
| 500 | |a 6.5.4 Estimates Using Dynamic Cone Tests. | ||
| 520 | 8 | |a An essential guide to improving preliminary geotechnical analysis and design from limited data, 'Soil Properties and their Correlations' provides a summary of commonly-used soil engineering properties and gives a wide range of correlations between the various properties, presented in the context of how they will be used in geotechnical design. |b An essential guide to improving preliminary geotechnical analysis and design from limited data Soil Properties and their Correlations, Second Edition provides a summary of commonly-used soil engineering properties and gives a wide range of correlations between the various properties, presented in the context of how they will be used in geotechnical design. The book is divided into 11 chapters: Commonly-measured properties; Grading and plasticity; Density; Permeability, Consolidation and settlement; Shear strength; California bearing ratio; Shrinkage and swelling characteristics; Frost susceptibility; Susceptibility to combustion; and Soil-structure interfaces. In addition, there are two appendices: Soil classification systems; and Sampling methods. This new, more comprehensive, edition provides material that would be of practical assistance to those faced with the problem of having to estimate soil behaviour from little or no laboratory test data. Key features: Soil properties explained in practical terms. A large number of correlations between different soil properties. A valuable aid for assessing design values of properties. Clear statements on practical limitations and accuracy. An invaluable source of reference for experienced professionals working on geotechnical design, it will also give students and early-career engineers an in-depth appreciation of the appropriate use of each property and the pitfalls to avoid. | |
| 590 | |a ProQuest Ebook Central |b Ebook Central Academic Complete | ||
| 650 | 0 | |a Soil mechanics. | |
| 650 | 6 | |a Mécanique des sols. | |
| 650 | 7 | |a soil mechanics. |2 aat | |
| 650 | 7 | |a Soil mechanics |2 fast | |
| 700 | 1 | |a Bentley, Stephen P. | |
| 758 | |i has work: |a Soil properties and their correlations (Text) |1 https://id.oclc.org/worldcat/entity/E39PCFQGtBtHB4Gp36kr8PpWMq |4 https://id.oclc.org/worldcat/ontology/hasWork | ||
| 776 | 0 | 8 | |i Print version: |a Carter, Michael. |t Soil Properties and their Correlations. |d Newark : Wiley, ©2016 |z 9781119130888 |
| 856 | 4 | 0 | |u https://ebookcentral.uam.elogim.com/lib/uam-ebooks/detail.action?docID=4605109 |z Texto completo |
| 938 | |a Askews and Holts Library Services |b ASKH |n AH30712564 | ||
| 938 | |a Askews and Holts Library Services |b ASKH |n AH30712565 | ||
| 938 | |a EBL - Ebook Library |b EBLB |n EBL4605109 | ||
| 994 | |a 92 |b IZTAP | ||