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| 001 - CONTROL NUMBER |
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20381428 |
| 003 - CONTROL NUMBER IDENTIFIER |
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CITU |
| 005 - DATE AND TIME OF LATEST TRANSACTION |
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20230211090250.0 |
| 007 - PHYSICAL DESCRIPTION FIXED FIELD--GENERAL INFORMATION |
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cr an aaaaa |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
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180228s2018 nju 000 0 eng |
| 010 ## - LIBRARY OF CONGRESS CONTROL NUMBER |
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| LC control number |
2018936398 |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
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| International Standard Book Number |
9781786302793 |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
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| International Standard Book Number |
9781119482819 |
| 040 ## - CATALOGING SOURCE |
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| Original cataloging agency |
DLC |
| Language of cataloging |
eng |
| Description conventions |
rda |
| Transcribing agency |
DLC |
| 041 ## - LANGUAGE CODE |
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| Language code of text/sound track or separate title |
eng |
| 042 ## - AUTHENTICATION CODE |
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| Authentication code |
pcc |
| 082 ## - DEWEY DECIMAL CLASSIFICATION NUMBER |
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| Classification number |
624.151 |
| 100 1# - MAIN ENTRY--PERSONAL NAME |
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| Preferred name for the person |
Verbrugge, Jean-Claude. |
| 245 10 - TITLE STATEMENT |
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| Title |
Geotechnical correlations for soils and rocks / |
| Statement of responsibility, etc |
Jean-Claude Verbrugge, Christian Schroeder. |
| 263 ## - PROJECTED PUBLICATION DATE |
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| Projected publication date |
1803 |
| 264 #1 - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT) |
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| Place of publication, distribution, etc |
Hoboken, NJ : |
| Name of publisher, distributor, etc |
ISTE Ltd/John Wiley and Sons Inc, |
| Date of publication, distribution, etc |
2018. |
| 300 ## - PHYSICAL DESCRIPTION |
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| Extent |
1 online resource (232 pages |
| 336 ## - CONTENT TYPE |
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| Content type term |
text |
| Content type code |
txt |
| Source |
rdacontent |
| 337 ## - MEDIA TYPE |
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| Media type term |
computer |
| Media type code |
n |
| Source |
rdamedia |
| 338 ## - CARRIER TYPE |
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| Carrier type term |
online resource |
| Carrier type code |
nc |
| Source |
rdacarrier |
| 500 ## - GENERAL NOTE |
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| General note |
ABOUT THE AUTHOR<br/>Jean-Claude Verbrugge, Université libre de Bruxelles and University of Liège, Belgium.<br/>Christian Schroeder, Université libre de Bruxelles and University of Liège, Belgium. |
| 505 ## - CONTENTS |
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| Formatted contents note |
TABLE OF CONTENTS<br/>Acknowledgements xi<br/><br/>Preface xiii<br/><br/>Chapter 1. Physical Parameters 1<br/><br/>1.1. Unit weights and volumes 1<br/><br/>1.2. Soil behavior type index and soil classification index 3<br/><br/>1.3. Consistency or Atterberg limits 3<br/><br/>1.4. Consistency and liquidity indices 4<br/><br/>1.5. Rigidity index 5<br/><br/>1.6. Relative density of sands 5<br/><br/>1.7. Wave velocity 7<br/><br/>1.8. Cation exchange capacity 8<br/><br/>Chapter 2. Identification of Soil Types 11<br/><br/>2.1. From identification tests 11<br/><br/>2.2. From cone soil index ∗ IC 12<br/><br/>2.3. From CPT 12<br/><br/>2.4. From PMT 15<br/><br/>2.5. From SPT 17<br/><br/>2.6. From DMT 18<br/><br/>Chapter 3. Hydraulic Parameters 21<br/><br/>3.1. Hydraulic conductivity 21<br/><br/>3.2. Water storage capacity 23<br/><br/>3.2.1. For a free water table 23<br/><br/>3.2.2. For a confined aquifer 24<br/><br/>Chapter 4. Strength Parameters of Saturated and Dry Soils 25<br/><br/>4.1. Undrained shear strength and cohesion 25<br/><br/>4.1.1. From identification tests 25<br/><br/>4.1.2. From laboratory tests 26<br/><br/>4.1.3. From CPT 27<br/><br/>4.1.4. From PMT 28<br/><br/>4.1.5. From SPT 29<br/><br/>4.1.6. From SCPT 29<br/><br/>4.1.7. From DMT 30<br/><br/>4.1.8. From VST 30<br/><br/>4.1.9. Overconsolidated soils 31<br/><br/>4.1.10. Miscellaneous: peats and remolded soils 32<br/><br/>4.2. Effective cohesion 33<br/><br/>4.3. Internal friction angle 33<br/><br/>4.3.1. From identification tests 33<br/><br/>4.3.2. From CPT and CPTu 35<br/><br/>4.3.3. From SCPT 36<br/><br/>4.3.4. From PMT 36<br/><br/>4.3.5. From SPT 37<br/><br/>4.3.6. From DMT 38<br/><br/>4.3.7. Peak, critical state and residual friction angles 39<br/><br/>4.3.8. Influence of intermediate stress 40<br/><br/>4.4. The angle of dilatancy 41<br/><br/>4.5. Sensitivity 42<br/><br/>Chapter 5. Soil Deformations 43<br/><br/>5.1. Compression and swelling 43<br/><br/>5.1.1. Compression index 43<br/><br/>5.1.2. Constants of compressibility 47<br/><br/>5.1.3. Swelling index 48<br/><br/>5.2. Soil moduli 48<br/><br/>5.2.1. From CPT 49<br/><br/>5.2.2. From DMT 51<br/><br/>5.2.3. From SPT 52<br/><br/>5.2.4. From CBR 53<br/><br/>5.2.5. Influence of loading rate 54<br/><br/>5.3. Small strain modulus 54<br/><br/>5.4. Poisson’s ratio 58<br/><br/>5.5. Modulus of subgrade reaction 59<br/><br/>5.6. Resilient modulus 60<br/><br/>5.7. Collapse and expansion 60<br/><br/>Chapter 6. Soil State Parameters 63<br/><br/>6.1. Preconsolidation pressure 63<br/><br/>6.2. Overconsolidation ratio 66<br/><br/>Chapter 7. Consolidation 69<br/><br/>7.1. Primary consolidation coefficient 69<br/><br/>7.2. Secondary consolidation coefficient 70<br/><br/>7.3. Consolidation of peats 71<br/><br/>7.4. Degree of consolidation 72<br/><br/>Chapter 8. Coefficient of Earth Pressure at Rest 73<br/><br/>Chapter 9. Soil Compaction Tests 77<br/><br/>9.1. Proctor tests 77<br/><br/>9.1.1. Standard Proctor test 77<br/><br/>9.1.2. Modified Proctor test 78<br/><br/>9.2. CBR 79<br/><br/>Chapter 10. Unsaturated Soils 81<br/><br/>10.1. Suction 81<br/><br/>10.2. Bishop’s coefficient 83<br/><br/>10.3. Quasi-saturated domain 84<br/><br/>10.4. tress dependency of suction 84<br/><br/>10.5. Drying path of quasi-saturated soils 85<br/><br/>10.6. Capillary or apparent cohesion 86<br/><br/>10.7. Estimation of porosity and degree of saturation from compression wave velocity 87<br/><br/>Chapter 11. Cross Relations between In Situ Test Parameters 89<br/><br/>11.1. CPT 89<br/><br/>11.1.1. Correction factors and correlations between different CPT tests or parameters 89<br/><br/>11.1.2. CPT and DPT 91<br/><br/>11.1.3. CPT and PMT 92<br/><br/>11.1.4. CPT and DMT 93<br/><br/>11.1.5. CPT and SPT 94<br/><br/>11.2. MT 97<br/><br/>11.2.1. MT and DPT 97<br/><br/>11.2.2. MT and DMT 98<br/><br/>11.2.3. MT and SPT 98<br/><br/>11.3. DMT 99<br/><br/>11.3.1. DMT and SPT 99<br/><br/>11.4. SPT 100<br/><br/>11.4.1. SPT and DPT 100<br/><br/>11.5. PANDA dynamic penetration test 100<br/><br/>11.5.1. PANDA and CPT 100<br/><br/>11.5.2. PANDA and DPT 101<br/><br/>11.5.3. PANDA and PMT 101<br/><br/>11.5.4. PANDA and VST 101<br/><br/>Chapter 12. Rocks 103<br/><br/>12.1. Introduction 103<br/><br/>12.2. Fundamental properties of intact minerals 106<br/><br/>12.3. Rock material (rm) 108<br/><br/>12.3.1. UCS 109<br/><br/>12.3.2. Abrasiveness 117<br/><br/>12.3.3. Attrition 119<br/><br/>12.3.4. Polished stone value (PSV) 122<br/><br/>12.4. Rock masses (RMs) 124<br/><br/>12.4.1. Shear strength of discontinuities 124<br/><br/>12.4.2. RM classification systems 126<br/><br/>Chapter 13. Usual Values of Soils and Rock Parameters 141<br/><br/>13.1. Physical parameters 141<br/><br/>13.1.1. Plasticity, unit weights and porosity 141<br/><br/>13.1.2. Consistency and related strength parameters 142<br/><br/>13.1.3. Soil indices 142<br/><br/>13.1.4. Soil and rock resistivity 143<br/><br/>13.1.5. Wave velocity 143<br/><br/>13.1.6. Clay minerals and CEC 144<br/><br/>13.2. Hydraulic parameters 144<br/><br/>13.2.1. Hydraulic conductivity 144<br/><br/>13.2.2. Water storage capacity 145<br/><br/>13.3. Strength parameters 145<br/><br/>13.4. Deformation parameters 145<br/><br/>13.4.1. Compression index 145<br/><br/>13.4.2. Soil modulus 146<br/><br/>13.4.3. Poisson’s ratio 146<br/><br/>13.4.4. mall strain modulus 147<br/><br/>13.5. Consolidation parameters 147<br/><br/>13.5.1. Primary consolidation 147<br/><br/>13.6. In situ test parameters 148<br/><br/>13.6.1. CPT 148<br/><br/>13.6.2. MT 148<br/><br/>13.6.3. DMT 149<br/><br/>13.6.4. SPT 149<br/><br/>13.7. Rock parameters 149<br/><br/>13.7.1. Rock materials 150<br/><br/>13.7.2. Rock masses 153<br/><br/>List of Symbols 159<br/><br/>List of Equations 169<br/><br/>List of Abbreviations and Acronyms 173<br/><br/>Bibliography 177<br/><br/>Index 205 |
| 520 ## - SUMMARY, ETC. |
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| Summary, etc |
The modelling tools for soils and rocks require more and more specific parameters not always available from the standard or usual survey campaigns, this generally for reasons of delay or costs. The use of correlations to solve the gap between available parameters and the required ones is a common practice. Many of them exist but are spread throughout numerous papers or books. The aim of this formulary is to provide a large synthesis of the existing correlations accumulated by the authors during more than 40 years academic and consulting careers. |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name as entry element |
Soil mechanics. |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name as entry element |
Rock mechanics. |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name as entry element |
Geotechnical engineering. |
| 654 #4 - SUBJECT ADDED ENTRY--FACETED TOPICAL TERM |
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| Focus term |
Electronic books |
| 655 ## - INDEX TERM--GENRE/FORM |
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| Genre/form data or focus term |
Electronic books. |
| 856 ## - ELECTRONIC LOCATION AND ACCESS |
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| Link text |
Full text available at Wiley Online Library Click here to view |
| Uniform Resource Identifier |
https://onlinelibrary.wiley.com/doi/book/10.1002/9781119482819 |
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| Item type |
EBOOK |