Engineering Behaviour of Rocks [electronic resource] / by Ian W. Farmer.
Erişim Adresi
ISBN
9789400957534
Dil Kodu
İngilizce
Yer Numarası
DK/8782
Yazar
Basım Bildirimi
1st ed. 1983.
Yayın Bilgisi
Dordrecht : Springer Netherlands : Imprint: Springer, 1983.
Fiziksel Niteleme
VII, 208 p. 112 illus. online resource.
İçindekiler Notu
1 Engineering Description of Rocks -- 1.1 Rock testing -- 1.2 Uniaxial or unconfined strength -- 1.3 Empirical field and laboratory tests -- 1.4 Porosity and permeability -- 1.5 Discontinuous rock -- 2 Stress and Strain -- 2.1 Stress at a point -- 2.2 Pore pressure and effective stress -- 2.3 Strain at a point -- 2.4 Representation of stress and strain -- 2.5 Relation between stress and strain -- 2.6 Geostatic stresses -- 2.7 Measurement of in situ stress -- 3 Rock Deformation -- 3.1 Rock tests in compression -- 3.2 Rock deformation in compression -- 3.3 Mechanics of microfracture -- 3.4 Rock macrofracture -- 3.5 The complete rock deformation curve -- 4 Rock Strength and Yield -- 4.1 Rock strength criteria -- 4.2 Yield criteria -- 4.3 The critical state concept -- 4.4 Triaxial testing -- 4.5 Axial and volumetric strain data -- 4.6 The Hvorslev surface in rocks -- 5 Time Dependency -- 5.1 Creep strain -- 5.2 Phenomenological models of creep -- 5.3 Time-dependent deformation -- 5.4 Time-dependent strength reduction -- 5.5 Cyclic loading -- 5.6 Rapid loading -- 6 Discontinuities in Rock Masses -- 6.1 Discontinuity measurement -- 6.2 Discontinuity orientation data -- 6.3 Shear resistance of a rock containing a discontinuity -- 6.4 Shear resistance of a discontinuity -- 6.5 A critical state model for rock discontinuity strength -- 6.6 Measurement of discontinuity shear resistance -- 7 Behaviour of Rock Masses -- 7.1 Discontinuity frequency -- 7.2 Rock mass classification systems -- 7.3 Rock mass strength criterion -- 7.4 The relevance of rock mass strength -- References -- Author Index.
Özet, vb.
The first edition of this book was received more kindly than it deserved by some, and with some scepticism by others. It set out to present a simple, concise and reasonably comprehensive introduction to some of the theoretical and empirical criteria which may be used to define rock as a structural material. The objectives - reinforced by the change in title - remain the same, but the approach has been changed considerably and only one or two sections have been retained from the first edition. The particular aim in this edition is to provide a description of the mechanical behaviour of rocks, based firmly upon experimental data, which can be used to explain how rocks deform, fracture and yield, and to show how this knowledge can be used in design. The major emphasis is on the behaviour of rocks as materials, although in the later chapters the behaviour of discontinuities in rocks, and the way in which this can affect the behaviour of rock masses, is considered. If this edition is an improvement on the first edition it reflects the debt lowe to numerous people who have attempted to explain the rudiments of the subject to me. I should like to thank Peter Attewell and Roy Scott in particular. I should also like to thank Tony Price and Mike Gilbert whose work at Newcastle I have used shamelessly.
Konu
Social sciences.
Humanities.
Humanities and Social Sciences.
Humanities.
Humanities and Social Sciences.
Kurum Adı
Eseri Alıntıla
Referansları kullanmadan önce gözden geçirmeniz ve varsa gerekli düzeltmeleri yapmanız önerilir.
Dijital Kaynak
MARC Görünümü
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300 |aVII, 208 p. 112 illus.|bonline resource.
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505 0 |a1 Engineering Description of Rocks -- 1.1 Rock testing -- 1.2 Uniaxial or unconfined strength -- 1.3 Empirical field and laboratory tests -- 1.4 Porosity and permeability -- 1.5 Discontinuous rock -- 2 Stress and Strain -- 2.1 Stress at a point -- 2.2 Pore pressure and effective stress -- 2.3 Strain at a point -- 2.4 Representation of stress and strain -- 2.5 Relation between stress and strain -- 2.6 Geostatic stresses -- 2.7 Measurement of in situ stress -- 3 Rock Deformation -- 3.1 Rock tests in compression -- 3.2 Rock deformation in compression -- 3.3 Mechanics of microfracture -- 3.4 Rock macrofracture -- 3.5 The complete rock deformation curve -- 4 Rock Strength and Yield -- 4.1 Rock strength criteria -- 4.2 Yield criteria -- 4.3 The critical state concept -- 4.4 Triaxial testing -- 4.5 Axial and volumetric strain data -- 4.6 The Hvorslev surface in rocks -- 5 Time Dependency -- 5.1 Creep strain -- 5.2 Phenomenological models of creep -- 5.3 Time-dependent deformation -- 5.4 Time-dependent strength reduction -- 5.5 Cyclic loading -- 5.6 Rapid loading -- 6 Discontinuities in Rock Masses -- 6.1 Discontinuity measurement -- 6.2 Discontinuity orientation data -- 6.3 Shear resistance of a rock containing a discontinuity -- 6.4 Shear resistance of a discontinuity -- 6.5 A critical state model for rock discontinuity strength -- 6.6 Measurement of discontinuity shear resistance -- 7 Behaviour of Rock Masses -- 7.1 Discontinuity frequency -- 7.2 Rock mass classification systems -- 7.3 Rock mass strength criterion -- 7.4 The relevance of rock mass strength -- References -- Author Index.
520 |aThe first edition of this book was received more kindly than it deserved by some, and with some scepticism by others. It set out to present a simple, concise and reasonably comprehensive introduction to some of the theoretical and empirical criteria which may be used to define rock as a structural material. The objectives - reinforced by the change in title - remain the same, but the approach has been changed considerably and only one or two sections have been retained from the first edition. The particular aim in this edition is to provide a description of the mechanical behaviour of rocks, based firmly upon experimental data, which can be used to explain how rocks deform, fracture and yield, and to show how this knowledge can be used in design. The major emphasis is on the behaviour of rocks as materials, although in the later chapters the behaviour of discontinuities in rocks, and the way in which this can affect the behaviour of rock masses, is considered. If this edition is an improvement on the first edition it reflects the debt lowe to numerous people who have attempted to explain the rudiments of the subject to me. I should like to thank Peter Attewell and Roy Scott in particular. I should also like to thank Tony Price and Mike Gilbert whose work at Newcastle I have used shamelessly.
532 8 |aAccessibility summary: This PDF is not accessible. It is based on scanned pages and does not support features such as screen reader compatibility or described non-text content (images, graphs etc). However, it likely supports searchable and selectable text based on OCR (Optical Character Recognition). Users with accessibility needs may not be able to use this content effectively. Please contact us at accessibilitysupport@springernature.com if you require assistance or an alternative format.
532 8 |aInaccessible, or known limited accessibility
532 8 |aNo reading system accessibility options actively disabled
532 8 |aPublisher contact for further accessibility information: accessibilitysupport@springernature.com
650 0|aSocial sciences.
650 0|aHumanities.
650 14|aHumanities and Social Sciences.
710 2 |aSpringerLink (Online service)
773 0 |tSpringer Nature eBook
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007 cr nn 008mamaa
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020 |a9789400957534|9978-94-009-5753-4
024 7 |a10.1007/978-94-009-5753-4|2doi
041 |aeng
049 |aTürk Tarih Kurumu Kütüphanesi
050 4|aH1-99
050 4|aAZ19.2-999
072 7|aGT|2bicssc
072 7|aNON000000|2bisacsh
072 7|aGT|2thema
082 04|a300|223
082 04|a001.3|223
090 |aDK/8782
100 1 |aFarmer, Ian W.|eauthor.|4aut|4http://id.loc.gov/vocabulary/relators/aut
245 10|aEngineering Behaviour of Rocks|h[electronic resource] /|cby Ian W. Farmer.
250 |a1st ed. 1983.
264 1|aDordrecht :|bSpringer Netherlands :|bImprint: Springer,|c1983.
300 |aVII, 208 p. 112 illus.|bonline resource.
336 |atext|btxt|2rdacontent
337 |acomputer|bc|2rdamedia
338 |aonline resource|bcr|2rdacarrier
347 |atext file|bPDF|2rda
505 0 |a1 Engineering Description of Rocks -- 1.1 Rock testing -- 1.2 Uniaxial or unconfined strength -- 1.3 Empirical field and laboratory tests -- 1.4 Porosity and permeability -- 1.5 Discontinuous rock -- 2 Stress and Strain -- 2.1 Stress at a point -- 2.2 Pore pressure and effective stress -- 2.3 Strain at a point -- 2.4 Representation of stress and strain -- 2.5 Relation between stress and strain -- 2.6 Geostatic stresses -- 2.7 Measurement of in situ stress -- 3 Rock Deformation -- 3.1 Rock tests in compression -- 3.2 Rock deformation in compression -- 3.3 Mechanics of microfracture -- 3.4 Rock macrofracture -- 3.5 The complete rock deformation curve -- 4 Rock Strength and Yield -- 4.1 Rock strength criteria -- 4.2 Yield criteria -- 4.3 The critical state concept -- 4.4 Triaxial testing -- 4.5 Axial and volumetric strain data -- 4.6 The Hvorslev surface in rocks -- 5 Time Dependency -- 5.1 Creep strain -- 5.2 Phenomenological models of creep -- 5.3 Time-dependent deformation -- 5.4 Time-dependent strength reduction -- 5.5 Cyclic loading -- 5.6 Rapid loading -- 6 Discontinuities in Rock Masses -- 6.1 Discontinuity measurement -- 6.2 Discontinuity orientation data -- 6.3 Shear resistance of a rock containing a discontinuity -- 6.4 Shear resistance of a discontinuity -- 6.5 A critical state model for rock discontinuity strength -- 6.6 Measurement of discontinuity shear resistance -- 7 Behaviour of Rock Masses -- 7.1 Discontinuity frequency -- 7.2 Rock mass classification systems -- 7.3 Rock mass strength criterion -- 7.4 The relevance of rock mass strength -- References -- Author Index.
520 |aThe first edition of this book was received more kindly than it deserved by some, and with some scepticism by others. It set out to present a simple, concise and reasonably comprehensive introduction to some of the theoretical and empirical criteria which may be used to define rock as a structural material. The objectives - reinforced by the change in title - remain the same, but the approach has been changed considerably and only one or two sections have been retained from the first edition. The particular aim in this edition is to provide a description of the mechanical behaviour of rocks, based firmly upon experimental data, which can be used to explain how rocks deform, fracture and yield, and to show how this knowledge can be used in design. The major emphasis is on the behaviour of rocks as materials, although in the later chapters the behaviour of discontinuities in rocks, and the way in which this can affect the behaviour of rock masses, is considered. If this edition is an improvement on the first edition it reflects the debt lowe to numerous people who have attempted to explain the rudiments of the subject to me. I should like to thank Peter Attewell and Roy Scott in particular. I should also like to thank Tony Price and Mike Gilbert whose work at Newcastle I have used shamelessly.
532 8 |aAccessibility summary: This PDF is not accessible. It is based on scanned pages and does not support features such as screen reader compatibility or described non-text content (images, graphs etc). However, it likely supports searchable and selectable text based on OCR (Optical Character Recognition). Users with accessibility needs may not be able to use this content effectively. Please contact us at accessibilitysupport@springernature.com if you require assistance or an alternative format.
532 8 |aInaccessible, or known limited accessibility
532 8 |aNo reading system accessibility options actively disabled
532 8 |aPublisher contact for further accessibility information: accessibilitysupport@springernature.com
650 0|aSocial sciences.
650 0|aHumanities.
650 14|aHumanities and Social Sciences.
710 2 |aSpringerLink (Online service)
773 0 |tSpringer Nature eBook
776 08|iPrinted edition:|z9780412139802
776 08|iPrinted edition:|z9789400957541
856 40|uhttps://doi.org/10.1007/978-94-009-5753-4
912 |aZDB-2-SHU
912 |aZDB-2-SXH
912 |aZDB-2-BAE
950 |aHumanities, Social Sciences and Law (SpringerNature-11648)
950 |aHistory (R0) (SpringerNature-43722)
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