MARC ayrıntıları
| 000 -LEADER |
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| fixed length control field |
05261nam a2200301 i 4500 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
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| fixed length control field |
100420s2010 flua b 000 0 eng |
| 010 ## - LIBRARY OF CONGRESS CONTROL NUMBER |
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| LC control number |
2010013638 |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
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| International Standard Book Number |
9780415585163 |
| Qualifying information |
(harcover : alk. paper) |
| 040 ## - CATALOGING SOURCE |
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| Original cataloging agency |
DLC |
| Transcribing agency |
DLC |
| Modifying agency |
DLC |
| 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 |
TA710.5 |
| Item number |
.P54 2010 |
| 082 00 - DEWEY DECIMAL CLASSIFICATION NUMBER |
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| Edition number |
22 |
| 100 1# - MAIN ENTRY--PERSONAL NAME |
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| Personal name |
Pietruszczak, S. |
| 245 10 - TITLE STATEMENT |
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| Title |
Fundamentals of plasticity in geomechanics / |
| Statement of responsibility, etc |
S. Pietruszczak. |
| 264 #1 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE |
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| Place of production, publication, distribution, manufacture |
Boca Raton, FL : |
| Name of producer, publisher, distributor, manufacturer |
CRC Press, |
| Date of production, publication, distribution, manufacture, or copyright notice |
[2010] |
|
|---|
| Date of production, publication, distribution, manufacture, or copyright notice |
©2010 |
| 300 ## - PHYSICAL DESCRIPTION |
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| Extent |
x, 196 pages : |
| Other physical details |
illustrations ; |
| Dimensions |
26 cm. |
| 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 |
unmediated |
| Media Type Code |
unmediated |
| Source |
rdamedia |
| 338 ## - CARRIER TYPE |
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| Carrier Type Term |
volume |
| Carrier Type Code |
volume |
| Source |
rdacarrier |
| 504 ## - BIBLIOGRAPHY, ETC. NOTE |
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| Bibliography, etc |
Includes bibliographical references (pages [189]-192). |
| 505 00 - FORMATTED CONTENTS NOTE |
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| Title |
Contents |
| -- |
Preface |
| -- |
Chapter 1. Basic concepts of the theory of plasticity |
| -- |
1.1 Typical approximations of uniaxial response of the material |
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1.2 The notion of generalized yield/failure criterion |
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1.3 Generalization of the concept of elastic-perfectly plastic and strain hardening material |
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1.4 Determination of plastic strain; deformation and flow theories of plasticity |
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1.5 Review of fundamental postulates of plasticity; uniqueness of the solution |
| -- |
Chapter 2. Elastic-perfectly plastic formulations in geomechanics |
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2.1 General considerations |
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2.2 Geometric representation of the failure surface |
| -- |
2.3 Selection of stress invariants for the mathematical description |
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2.4 Typical failure criteria for geomaterials |
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2.4.1 Mohr-Coulomb failure criterion |
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2.4.2 Drucker-Prager and other derivative criteria |
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2.4.3 Modified criteria based on smooth approximations to Mohr-Coulomb envelope |
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2.4.4 Non-linear approximations in meridional section |
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2.5 Derivation of constitutive relation |
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2.5.1 Matrix formulation |
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2.6 Consequences of a non-associated flow rule |
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Chapter 3. Isotropic strain-hardening formulations |
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3.1 'Triaxial' tests and their mathematical representation |
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3.1.1 Mohr-Coulomb criterion in 'triaxial' space |
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3.1.2 On the behaviour of a perfectly plastic Mohr-Coulomb material |
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3.1.3 Review of typical mechanical characteristics of granular materials |
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3.2 Volumetric hardening; Critical State model |
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3.2.1 Formulation in the 'triaxial' {p,q} space |
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3.2.2 Comments on the performance |
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3.2.3 Generalization and specification of the constitutive matrix |
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3.3 Deviatoric hardening model |
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3.3.1 Formulation in the 'triaxial' {p,q} space |
| -- |
3.3.2 Comments on the performance |
| -- |
3.3.3 Generalization and specification of the constitutive matrix |
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3.4 Combined volumetric-deviatoric hardening |
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3.5 Specification of constitutive matrix under undrained conditions |
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Chapter 4. Combined isotropic-kinematic hardening rules |
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4.1 Bounding surface plasticicty; volumetric hardening framework |
| -- |
4.1.1 Formulation in the 'triaxial' {p,q} space |
| -- |
4.1.2 Comments on the performance |
| -- |
4.1.3 Generalization and specification of the constitutive matrix |
| -- |
4.2 Bounding surface plasticicty; deviatoric hardening framework |
| -- |
4.2.1 Formulation in the 'triaxial' {P,Q} space |
| -- |
4.2.2 Comments on the performance |
| -- |
4.2.3 Generalization and specification of the constitutive matrix |
| -- |
Chapter 5. Numerical integration of constitutive relations |
| -- |
5.1 Euler's integration schemes |
| -- |
5.2 Numerical integration of {p,q} formulation |
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5.2.1 Stress-controlled scheme |
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5.2.2 Strain-controlled schemes5.3 Numerical examples of integration in {p,q}-space |
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5.3.1 Critical State model; drained p=const. Compression |
| -- |
5.3.2 Deviatoric hardening model; drained 'triaxial' compression |
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5.3.3 Deviatoric hardening model; undrained 'triaxial' compression |
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5.4 General methods for numerical integration |
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5.4.1 Statement of algorithmic problem |
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5.4.2 Notion of closest point projection |
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5.4.3 Return-mapping algorithms |
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Chapter 6. Introduction to limit analysis |
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6.1 Formulation of lower and upper bound theorems |
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6.2 Examples for applications of limit theorems in geotechnical engineering |
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Chapter 7. Description of inherent anisotropy in geomaterials |
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7.1 Formulation of anisotropic failure criteria |
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7.1.1 Specification of failure criteria based on critical plane approach |
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7.1.2 Formulation of failure criteria incorporating a microstructure tensor |
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7.2 Description of inelastic deformation process |
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7.2.1 Plasticity formulation for critical plane approach |
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7.2.2 Plasticity formulation incorporating a microstructure tensor |
| -- |
7.2.3 Numerical examples |
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Chapter 8. Experimental trends in the mechanical behaviour of soils and rocks |
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8.1 Basic mechanical characteristics in monotonic tests under drained conditions |
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8.1.1 Influence of confining pressure; compaction/dilatancy |
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8.1.2 Influence of Lode's angle and the phenomenon of strain localization |
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8.2 Undrained response of granular media; pore pressure evolution, liquefaction |
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8.3 Basic mechanical characteristics in cyclic tests; hysteresis and liquefaction |
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8.4 Inherent anisotropy; strength characteristics of sedimentary rocks |
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8.5 Identification of basic material parameters for soils/rocks |
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8.5.1 General remarks on identification procedure |
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8.5.2 Examples involving deviatoric hardening framework |
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Bibliography |
| -- |
Appendix: Suggested exercises |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name as entry element |
Soils |
| General subdivision |
Plastic properties. |
|
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| Topical term or geographic name as entry element |
Continuum mechanics. |
| 900 ## - EQUIVALENCE OR CROSS-REFERENCE-PERSONAL NAME [LOCAL, CANADA] |
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| Personal Name |
31315 |
|
|---|
| Numeration |
satın |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) |
|---|
| Source of classification or shelving scheme |
Library of Congress Classification |
| Koha item type |
Kitap |
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