MARC ayrıntıları
| 000 -LEADER |
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| fixed length control field |
06171nam a2200313 i 4500 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
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| fixed length control field |
130717s2012 enka a001 0 eng d |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
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| International Standard Book Number |
9780415561266 |
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| International Standard Book Number |
0415561264 |
| 040 ## - CATALOGING SOURCE |
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| Original cataloging agency |
BAUN |
| Language of cataloging |
eng |
| Transcribing agency |
BAUN |
| Description conventions |
rda |
| 049 ## - LOCAL HOLDINGS (OCLC) |
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| Holding library |
BAUN_MERKEZ |
| 050 04 - LIBRARY OF CONGRESS CALL NUMBER |
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| Classification number |
TA710 |
| Item number |
.C685 2012 |
| 100 1# - MAIN ENTRY--PERSONAL NAME |
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| Personal name |
Knappett, Jonathan. |
| 245 10 - TITLE STATEMENT |
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| Title |
Craig's soil mechanics / |
| Statement of responsibility, etc |
J. A. Knappett, R. F. Craig. |
| 246 3# - VARYING FORM OF TITLE |
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| Title proper/short title |
Soil mechanics. |
| 250 ## - EDITION STATEMENT |
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| Edition statement |
8th ed |
| 264 #1 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE |
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| Place of production, publication, distribution, manufacture |
London ; |
| -- |
New York : |
| Name of producer, publisher, distributor, manufacturer |
Spon Press, |
| Date of production, publication, distribution, manufacture, or copyright notice |
2012. |
| 300 ## - PHYSICAL DESCRIPTION |
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| Extent |
xxv, 552 pages : |
| Other physical details |
illustrations (some color) ; |
| Dimensions |
26 cm. |
| 336 ## - CONTENT TYPE |
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| Source |
rdacontent |
| Content Type Term |
text |
| Content Type Code |
txt |
| 337 ## - MEDIA TYPE |
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| Source |
rdamedia |
| Media Type Term |
unmediated |
| Media Type Code |
unmediated |
| 338 ## - CARRIER TYPE |
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| Source |
rdacarrier |
| Carrier Type Term |
volume |
| Carrier Type Code |
volume |
| 500 ## - GENERAL NOTE |
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| General note |
Previous edition under : Soil mechanics/ R.F. Craig. |
| 504 ## - BIBLIOGRAPHY, ETC. NOTE |
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| Bibliography, etc |
Includes bibliographical references and index. |
| 505 00 - FORMATTED CONTENTS NOTE |
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| Title |
Contents |
| -- |
List of figures |
| -- |
List of tables |
| -- |
Preface |
| -- |
Part 1: Development of a mechanical model for soil |
| -- |
1. Basic characteristics of soils |
| -- |
Learning outcomes |
| -- |
1.1 The origin of soils |
| -- |
1.2 The nature of soils |
| -- |
1.3 Plasticity of fine-grained soils |
| -- |
1.4 Particle size analysis |
| -- |
1.5 Soil description and classification |
| -- |
1.6 Phase relationships |
| -- |
1.7 Soil compaction |
| -- |
Summary |
| -- |
Problems |
| -- |
References |
| -- |
Further reading |
| -- |
2. Seepage |
| -- |
Learning outcomes |
| -- |
2.1 Soil water |
| -- |
2.2 Permeability and testing |
| -- |
2.3 Seepage theory |
| -- |
2.4 Flow nets |
| -- |
2.5 Anisotropic soil conditions |
| -- |
2.6 Non-homogeneous soil conditions |
| -- |
2.7 Numerical solution using the Finite Difference Method |
| -- |
2.8 Transfer condition |
| -- |
2.9 Seepage through embankment dams |
| -- |
2.10 Filter design |
| -- |
Summary |
| -- |
Problems |
| -- |
References |
| -- |
Further reading |
| -- |
3. Effective stress |
| -- |
Learning outcomes |
| -- |
3.1 Introduction |
| -- |
3.2 The principle of effective stress |
| -- |
3.3 Numerical solution using the Finite Difference Method |
| -- |
3.4 Response of effective stress to a change in total stress |
| -- |
3.5 Effective stress in partially saturated soils |
| -- |
3.6 Influence of seepage on effective stress |
| -- |
3.7 Liquefaction |
| -- |
Summary |
| -- |
Problems |
| -- |
References |
| -- |
Further reading |
| -- |
4. Consolidation |
| -- |
Learning outcomes |
| -- |
4.1 Introduction |
| -- |
4.2 The oedometer test |
| -- |
4.3 Consolidation settlement |
| -- |
4.4 Degree of consolidation |
| -- |
4.5 Terzaghi’s theory of one-dimensional consolidation |
| -- |
4.6 Determination of coefficient of consolidation |
| -- |
4.7 Secondary compression |
| -- |
4.8 Numerical solution using the Finite Difference Method |
| -- |
4.9 Correction for construction period |
| -- |
4.10 Vertical drains |
| -- |
4.11 Pre-loading |
| -- |
Summary |
| -- |
Problems |
| -- |
References |
| -- |
Further reading |
| -- |
5. Soil behaviour in shear |
| -- |
Learning outcomes |
| -- |
5.1 An introduction to continuum mechanics |
| -- |
5.2 Simple models of soil elasticity |
| -- |
5.3 Simple models of soil plasticity |
| -- |
5.4 Laboratory shear tests |
| -- |
5.5 Shear strength of coarse-grained soils |
| -- |
5.6 Shear strength of saturated fine-grained soils |
| -- |
5.7 The critical state framework |
| -- |
5.8 Residual strength |
| -- |
5.9 Estimating strength parameters from index tests |
| -- |
Summary |
| -- |
Problems |
| -- |
References |
| -- |
Further reading |
| -- |
6. Ground investigation |
| -- |
Learning outcomes |
| -- |
6.1 Introduction |
| -- |
6.2 Methods of intrusive investigation |
| -- |
6.3 Sampling |
| -- |
6.4 Selection of laboratory test method(s) |
| -- |
6.5 Borehole logs |
| -- |
6.6 Cone Penetration Testing (CPT) |
| -- |
6.7 Geophysical methods |
| -- |
6.8 Contaminated ground |
| -- |
Summary |
| -- |
References |
| -- |
Further reading |
| -- |
7. In-situ testing |
| -- |
Learning outcomes |
| -- |
7.1 Introduction |
| -- |
7.2 Standard Penetration Test (SPT) |
| -- |
7.3 Field Vane Test (FVT) |
| -- |
7.4 Pressuremeter Test (PMT) |
| -- |
7.5 Cone Penetration Test (CPT) |
| -- |
7.6 Selection of in-situ test method(s) |
| -- |
Summary |
| -- |
Problems |
| -- |
References |
| -- |
Further reading |
| -- |
Part 2: Applications in geotechnical engineering |
| -- |
8. Shallow foundations |
| -- |
Learning outcomes |
| -- |
8.1 Introduction |
| -- |
8.2 Bearing capacity and limit analysis |
| -- |
8.3 Bearing capacity in undrained materials |
| -- |
8.4 Bearing capacity in drained materials |
| -- |
8.5 Stresses beneath shallow foundations |
| -- |
8.6 Settlements from elastic theory |
| -- |
8.7 Settlements from consolidation theory |
| -- |
8.8 Settlement from in-situ test data |
| -- |
8.9 Limit state design |
| -- |
Summary |
| -- |
Problems |
| -- |
References |
| -- |
Further reading |
| -- |
9. Deep foundations |
| -- |
Learning outcomes |
| -- |
9.1 Introduction |
| -- |
9.2 Pile resistance under compressive loads |
| -- |
9.3 Pile resistance from in-situ test data |
| -- |
9.4 Settlement of piles |
| -- |
9.5 Piles under tensile loads |
| -- |
9.6 Load testing |
| -- |
9.7 Pile groups |
| -- |
9.8 Negative skin friction |
| -- |
Summary |
| -- |
Problems |
| -- |
References |
| -- |
Further reading |
| -- |
10. Advanced foundation topics |
| -- |
Learning outcomes |
| -- |
10.1 Introduction |
| -- |
10.2 Foundation systems |
| -- |
10.3 Shallow foundations under combined loading |
| -- |
10.4 Deep foundations under combined loading |
| -- |
Summary |
| -- |
Problems |
| -- |
References |
| -- |
Further reading |
| -- |
11. Retaining structures |
| -- |
Learning outcomes |
| -- |
11.1 Introduction |
| -- |
11.2 Limiting earth pressures from limit analysis |
| -- |
11.3 Earth pressure at rest |
| -- |
11.4 Gravity retaining structures |
| -- |
11.5 Coulomb’s theory of earth pressure |
| -- |
11.6 Backfilling and compaction-induced earth pressures |
| -- |
11.7 Embedded walls |
| -- |
11.8 Ground anchorages |
| -- |
11.9 Braced excavations |
| -- |
11.10 Diaphragm walls |
| -- |
11.11 Reinforced soil |
| -- |
Summary |
| -- |
Problems |
| -- |
References |
| -- |
Further reading |
| -- |
12. Stability of self-supporting soil masses |
| -- |
Learning outcomes |
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12.1 Introduction |
| -- |
12.2 Vertical cuttings and trenches |
| -- |
12.3 Slopes |
| -- |
12.4 Embankment dams |
| -- |
12.5 An introduction to tunnels |
| -- |
Summary |
| -- |
Problems |
| -- |
References |
| -- |
Further reading |
| -- |
13. Illustrative cases |
| -- |
Learning outcomes |
| -- |
13.1 Introduction |
| -- |
13.2 Selection of characteristic values |
| -- |
13.3 Field instrumentation |
| -- |
13.4 The observational method |
| -- |
13.5 Illustrative cases |
| -- |
Summary |
| -- |
References |
| -- |
Further reading |
| -- |
Principal symbols |
| -- |
Glossary |
| -- |
Index |
| 520 ## - SUMMARY, ETC. |
|---|
| Summary, etc |
""The reviewer considers that Dr Knappett, in revising this classic textbook, has made a substantial additional contribution to the years of service given by Dr Craig to the civil engineering profession, in general, and the geotechnical community in particular.""--Catherine O'Sullivan, Imperial College, London, UK""Jonathan Knappett is breathing a fresh lease of life into this old favourite with several new slants, including for the first time the design philosophy of Eurocode 7 and much new material ... I propose to keep it on our list of 'must consult' textbooks.""-Edward Bromhead, Kingston Uni. |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
|---|
| Topical term or geographic name as entry element |
Soil mechanics. |
| 700 1# - ADDED ENTRY--PERSONAL NAME |
|---|
| Personal name |
Craig, R. F. |
| Fuller form of name |
(Robert F.) |
| 900 ## - EQUIVALENCE OR CROSS-REFERENCE-PERSONAL NAME [LOCAL, CANADA] |
|---|
| Personal Name |
34841 |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) |
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| Source of classification or shelving scheme |
Library of Congress Classification |
| Koha item type |
Kitap |
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