Rock mechanics and engineering /:
The first edition of Rock Mechanics and Engineering bridged the gap between scientific research on rock mechanics and practical engineering. It was resolutely aimed at giving practical information to geologists, engineering geologists and engineers. Emphasis was placed on the lessons to be learnt fr...
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| Main Author: | |
|---|---|
| Format: | Electronic eBook |
| Language: | English |
| Published: |
Cambridge [England] ; New York :
Cambridge University Press,
1979.
|
| Edition: | 2d edition. |
| Subjects: | |
| Online Access: | DE-862 DE-863 |
| Summary: | The first edition of Rock Mechanics and Engineering bridged the gap between scientific research on rock mechanics and practical engineering. It was resolutely aimed at giving practical information to geologists, engineering geologists and engineers. Emphasis was placed on the lessons to be learnt from the study of case histories, with the Malpasset Dam rupture and the large Vajont rock slide amongst those described. In this second, enlarged edition the author continues to emphasise aspects of rock mechanics. Modern efforts at establishing an engineering classification of rocks are summarised and considerable attention is given to the Austrian tunnelling method. Firm in his belief that there is no better way to study the subject than by the detailed analysis of case histories, Dr Jaeger has incorporated a number of new ones, for example the discussion on the engineering classification of jointed rock masses and the required rock support is illustrated by descriptions of the second Gotthard Tunnel and the design of the third, much larger tunnel. |
| Item Description: | Includes indexes. |
| Physical Description: | 1 online resource (xii, 523 pages) : illustrations |
| Bibliography: | Includes bibliographical references (pages 463-493). |
| ISBN: | 9781316177938 1316177939 9780511735349 0511735340 9781316170526 1316170527 |
Staff View
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| 245 | 1 | 0 | |a Rock mechanics and engineering / |c Charles Jaeger. |
| 250 | |a 2d edition. | ||
| 264 | 1 | |a Cambridge [England] ; |a New York : |b Cambridge University Press, |c 1979. | |
| 300 | |a 1 online resource (xii, 523 pages) : |b illustrations | ||
| 336 | |a text |b txt |2 rdacontent | ||
| 337 | |a computer |b c |2 rdamedia | ||
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| 504 | |a Includes bibliographical references (pages 463-493). | ||
| 500 | |a Includes indexes. | ||
| 588 | 0 | |a Print version record. | |
| 505 | 0 | |a Cover; Half-title; Title; Copyright; Contents; Preface; Preface to the first edition; Part 1: Introduction to rock mechanics; 1 The historical development of rock mechanics; 1.1 The first attempts at rock mechanics; 1.2 European and American efforts; 1.3 Present trends; 2 Engineering geology and rock mechanics; 2.1 The geologist''s approach to rock mechanics; 2.1.1 The void index i; 2.1.2 Engineering classification for intact rock; 2.1.3 Classification of joints; 2.1.4 Logging boreholes; 2.1.5 The rock quality designation (RQD); 2.1.6 The integral sampling method; 2.2 Typical case histories | |
| 505 | 8 | |a 2.2.1 Predicting the temperature inside a deep tunnel2.2.2 Tunnels, galleries and cavities; 2.2.3 Storage reservoirs and dam foundations; 2.3 Discussion; Part 2: Rock material and rock masses; 3 Fundamental concepts and description of fissures; 3.1 Definitions; 3.2 Structure and anisotropy of rock masses; 3.3 Orientation of geological planes; 3.4 Statistical density of fissures; 3.5 Rock mechanics surveys; 4 Physical and mechanical properties of rock material; 4.1 Physical characteristics; 4.1.1 Definitions; 4.1.2 The swelling test; 4.2 Anisotropy of rock material; 4.2.1 Point-load test | |
| 505 | 8 | |a 4.2.2 Line-load tests4.2.3 The needle test; 4.2.4 Correlations; 4.3 Modulus of elasticity of rock; Poisson''s ratio; 4.4 Tensile strength; 4.4.1 Tests; 4.4.2 Tensile strength and brittle failure; 4.5 Compression tests; 4.5.1 Uniaxial tests on unconfined specimens; 4.5.2 Triaxial tests and equipment; 4.5.3 Triaxial testing for rock joint strength; 4.5.4 Other tests; additional remarks; 4.6 Shear tests; 4.6.1 Punching shear test; 4.6.2 Classical shear test; 4.6.3 Extension of shear tests to fissured bodies; 4.7 Dispersion of test results; scale effect and microfissuring | |
| 505 | 8 | |a 4.8 Correlations of the void index / with some rock characteristics4.9 Permeability tests; 4.9.1 Permeability to air; alteration of r; 4.9.2 Permeability to water; 4.9.3 Permeability tests and techniques; 4.9.4 Radial percolation tests; 4.9.5 Comments; 4.9.6 Some results; 4.10 Correlations between permeability and mechanical properties of rock material; 4.11 Rock fracture; 4.12 Classification of rock material page; 4.12.1 Conventional classification; 4.12.2 Classification by void index, ; 4.12.3 Classification based on other tests; 4.12.4 Rock masses | |
| 505 | 8 | |a 4.13 Filling materials for fractures and faults4.13.1 Laboratory tests; 4.13.2 Effect of percolating water in filling material; 5 Residual stresses in rock masses in situ; 5.1 Heim''s hypothesis; 5.2 Stress relief at the surface of rock masses; 5.3 The effective modulus of elasticity and the effective Poisson''s ratio in rock masses; 5.3.1 Terzaghi''s approach; 5.3.2 Poisson''s ratio; 5.4 Strain and stress about cavities: theory; 5.4.1 The elastic field t; 5.4.2 Extensions of the theory; 5.5 In situ methods of measuring residual stresses; measuring stresses about cavities | |
| 520 | |a The first edition of Rock Mechanics and Engineering bridged the gap between scientific research on rock mechanics and practical engineering. It was resolutely aimed at giving practical information to geologists, engineering geologists and engineers. Emphasis was placed on the lessons to be learnt from the study of case histories, with the Malpasset Dam rupture and the large Vajont rock slide amongst those described. In this second, enlarged edition the author continues to emphasise aspects of rock mechanics. Modern efforts at establishing an engineering classification of rocks are summarised and considerable attention is given to the Austrian tunnelling method. Firm in his belief that there is no better way to study the subject than by the detailed analysis of case histories, Dr Jaeger has incorporated a number of new ones, for example the discussion on the engineering classification of jointed rock masses and the required rock support is illustrated by descriptions of the second Gotthard Tunnel and the design of the third, much larger tunnel. | ||
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| 650 | 6 | |a Mécanique des roches. | |
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Record in the Search Index
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| adam_text | |
| any_adam_object | |
| author | Jaeger, Charles, 1901- |
| author_GND | http://id.loc.gov/authorities/names/nb2009008207 |
| author_facet | Jaeger, Charles, 1901- |
| author_role | |
| author_sort | Jaeger, Charles, 1901- |
| author_variant | c j cj |
| building | Verbundindex |
| bvnumber | localFWS |
| callnumber-first | T - Technology |
| callnumber-label | TA706 |
| callnumber-raw | TA706 .J3 1979eb |
| callnumber-search | TA706 .J3 1979eb |
| callnumber-sort | TA 3706 J3 41979EB |
| callnumber-subject | TA - General and Civil Engineering |
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| contents | Cover; Half-title; Title; Copyright; Contents; Preface; Preface to the first edition; Part 1: Introduction to rock mechanics; 1 The historical development of rock mechanics; 1.1 The first attempts at rock mechanics; 1.2 European and American efforts; 1.3 Present trends; 2 Engineering geology and rock mechanics; 2.1 The geologist''s approach to rock mechanics; 2.1.1 The void index i; 2.1.2 Engineering classification for intact rock; 2.1.3 Classification of joints; 2.1.4 Logging boreholes; 2.1.5 The rock quality designation (RQD); 2.1.6 The integral sampling method; 2.2 Typical case histories 2.2.1 Predicting the temperature inside a deep tunnel2.2.2 Tunnels, galleries and cavities; 2.2.3 Storage reservoirs and dam foundations; 2.3 Discussion; Part 2: Rock material and rock masses; 3 Fundamental concepts and description of fissures; 3.1 Definitions; 3.2 Structure and anisotropy of rock masses; 3.3 Orientation of geological planes; 3.4 Statistical density of fissures; 3.5 Rock mechanics surveys; 4 Physical and mechanical properties of rock material; 4.1 Physical characteristics; 4.1.1 Definitions; 4.1.2 The swelling test; 4.2 Anisotropy of rock material; 4.2.1 Point-load test 4.2.2 Line-load tests4.2.3 The needle test; 4.2.4 Correlations; 4.3 Modulus of elasticity of rock; Poisson''s ratio; 4.4 Tensile strength; 4.4.1 Tests; 4.4.2 Tensile strength and brittle failure; 4.5 Compression tests; 4.5.1 Uniaxial tests on unconfined specimens; 4.5.2 Triaxial tests and equipment; 4.5.3 Triaxial testing for rock joint strength; 4.5.4 Other tests; additional remarks; 4.6 Shear tests; 4.6.1 Punching shear test; 4.6.2 Classical shear test; 4.6.3 Extension of shear tests to fissured bodies; 4.7 Dispersion of test results; scale effect and microfissuring 4.8 Correlations of the void index / with some rock characteristics4.9 Permeability tests; 4.9.1 Permeability to air; alteration of r; 4.9.2 Permeability to water; 4.9.3 Permeability tests and techniques; 4.9.4 Radial percolation tests; 4.9.5 Comments; 4.9.6 Some results; 4.10 Correlations between permeability and mechanical properties of rock material; 4.11 Rock fracture; 4.12 Classification of rock material page; 4.12.1 Conventional classification; 4.12.2 Classification by void index, ; 4.12.3 Classification based on other tests; 4.12.4 Rock masses 4.13 Filling materials for fractures and faults4.13.1 Laboratory tests; 4.13.2 Effect of percolating water in filling material; 5 Residual stresses in rock masses in situ; 5.1 Heim''s hypothesis; 5.2 Stress relief at the surface of rock masses; 5.3 The effective modulus of elasticity and the effective Poisson''s ratio in rock masses; 5.3.1 Terzaghi''s approach; 5.3.2 Poisson''s ratio; 5.4 Strain and stress about cavities: theory; 5.4.1 The elastic field t; 5.4.2 Extensions of the theory; 5.5 In situ methods of measuring residual stresses; measuring stresses about cavities |
| ctrlnum | (OCoLC)889813835 |
| dewey-full | 624/.1513 |
| dewey-hundreds | 600 - Technology (Applied sciences) |
| dewey-ones | 624 - Civil engineering |
| dewey-raw | 624/.1513 |
| dewey-search | 624/.1513 |
| dewey-sort | 3624 41513 |
| dewey-tens | 620 - Engineering and allied operations |
| discipline | Bauingenieurwesen Geographie |
| edition | 2d edition. |
| format | Electronic eBook |
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Classification of rock material page; 4.12.1 Conventional classification; 4.12.2 Classification by void index, ; 4.12.3 Classification based on other tests; 4.12.4 Rock masses</subfield></datafield><datafield tag="505" ind1="8" ind2=" "><subfield code="a">4.13 Filling materials for fractures and faults4.13.1 Laboratory tests; 4.13.2 Effect of percolating water in filling material; 5 Residual stresses in rock masses in situ; 5.1 Heim''s hypothesis; 5.2 Stress relief at the surface of rock masses; 5.3 The effective modulus of elasticity and the effective Poisson''s ratio in rock masses; 5.3.1 Terzaghi''s approach; 5.3.2 Poisson''s ratio; 5.4 Strain and stress about cavities: theory; 5.4.1 The elastic field t; 5.4.2 Extensions of the theory; 5.5 In situ methods of measuring residual stresses; measuring stresses about cavities</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">The first edition of Rock Mechanics and Engineering bridged the gap between scientific research on rock mechanics and practical engineering. It was resolutely aimed at giving practical information to geologists, engineering geologists and engineers. Emphasis was placed on the lessons to be learnt from the study of case histories, with the Malpasset Dam rupture and the large Vajont rock slide amongst those described. In this second, enlarged edition the author continues to emphasise aspects of rock mechanics. Modern efforts at establishing an engineering classification of rocks are summarised and considerable attention is given to the Austrian tunnelling method. Firm in his belief that there is no better way to study the subject than by the detailed analysis of case histories, Dr Jaeger has incorporated a number of new ones, for example the discussion on the engineering classification of jointed rock masses and the required rock support is illustrated by descriptions of the second Gotthard Tunnel and the design of the third, much larger tunnel.</subfield></datafield><datafield tag="650" ind1=" " ind2="0"><subfield code="a">Rock mechanics.</subfield><subfield code="0">http://id.loc.gov/authorities/subjects/sh85114673</subfield></datafield><datafield tag="650" ind1=" " ind2="0"><subfield code="a">Civil engineering.</subfield><subfield code="0">http://id.loc.gov/authorities/subjects/sh85026331</subfield></datafield><datafield tag="650" ind1=" " ind2="6"><subfield code="a">Mécanique des roches.</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">TECHNOLOGY & ENGINEERING</subfield><subfield code="x">Civil</subfield><subfield code="x">General.</subfield><subfield code="2">bisacsh</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Civil engineering</subfield><subfield code="2">fast</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Rock mechanics</subfield><subfield code="2">fast</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Geomechanik</subfield><subfield code="2">gnd</subfield><subfield code="0">http://d-nb.info/gnd/4126903-2</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Ingenieurgeologie</subfield><subfield code="2">gnd</subfield><subfield code="0">http://d-nb.info/gnd/4125674-8</subfield></datafield><datafield tag="776" ind1="0" ind2="8"><subfield code="i">Print version:</subfield><subfield code="a">Jaeger, Charles, 1901-</subfield><subfield code="t">Rock mechanics and engineering.</subfield><subfield code="b">2d edition</subfield><subfield code="z">0521218985</subfield><subfield code="w">(DLC) 77085700</subfield><subfield code="w">(OCoLC)3516215</subfield></datafield><datafield tag="966" ind1="4" ind2="0"><subfield code="l">DE-862</subfield><subfield code="p">ZDB-4-EBA</subfield><subfield code="q">FWS_PDA_EBA</subfield><subfield code="u">https://search.ebscohost.com/login.aspx?direct=true&scope=site&db=nlebk&AN=835579</subfield><subfield code="3">Volltext</subfield></datafield><datafield tag="966" ind1="4" ind2="0"><subfield code="l">DE-863</subfield><subfield code="p">ZDB-4-EBA</subfield><subfield code="q">FWS_PDA_EBA</subfield><subfield code="u">https://search.ebscohost.com/login.aspx?direct=true&scope=site&db=nlebk&AN=835579</subfield><subfield code="3">Volltext</subfield></datafield><datafield tag="938" ind1=" " ind2=" "><subfield code="a">Askews and Holts Library Services</subfield><subfield code="b">ASKH</subfield><subfield code="n">AH37563528</subfield></datafield><datafield tag="938" ind1=" " ind2=" "><subfield code="a">ebrary</subfield><subfield code="b">EBRY</subfield><subfield code="n">ebr10560787</subfield></datafield><datafield tag="938" ind1=" " ind2=" "><subfield code="a">EBSCOhost</subfield><subfield code="b">EBSC</subfield><subfield code="n">835579</subfield></datafield><datafield tag="938" ind1=" " ind2=" "><subfield code="a">ProQuest MyiLibrary Digital eBook Collection</subfield><subfield code="b">IDEB</subfield><subfield code="n">cis29888868</subfield></datafield><datafield tag="938" ind1=" " ind2=" "><subfield code="a">YBP Library Services</subfield><subfield code="b">YANK</subfield><subfield code="n">12307762</subfield></datafield><datafield tag="938" ind1=" " ind2=" "><subfield code="a">YBP Library Services</subfield><subfield code="b">YANK</subfield><subfield code="n">12502255</subfield></datafield><datafield tag="938" ind1=" " ind2=" "><subfield code="a">YBP Library Services</subfield><subfield code="b">YANK</subfield><subfield code="n">3583418</subfield></datafield><datafield tag="938" ind1=" " ind2=" "><subfield code="a">YBP Library Services</subfield><subfield code="b">YANK</subfield><subfield code="n">12303128</subfield></datafield><datafield tag="994" ind1=" " ind2=" "><subfield code="a">92</subfield><subfield code="b">GEBAY</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">ZDB-4-EBA</subfield></datafield><datafield tag="049" ind1=" " ind2=" "><subfield code="a">DE-862</subfield></datafield><datafield tag="049" ind1=" " ind2=" "><subfield code="a">DE-863</subfield></datafield></record></collection> |
| id | ZDB-4-EBA-ocn889813835 |
| illustrated | Illustrated |
| indexdate | 2025-04-11T08:42:12Z |
| institution | BVB |
| isbn | 9781316177938 1316177939 9780511735349 0511735340 9781316170526 1316170527 |
| language | English |
| oclc_num | 889813835 |
| open_access_boolean | |
| owner | MAIN DE-862 DE-BY-FWS DE-863 DE-BY-FWS |
| owner_facet | MAIN DE-862 DE-BY-FWS DE-863 DE-BY-FWS |
| physical | 1 online resource (xii, 523 pages) : illustrations |
| psigel | ZDB-4-EBA FWS_PDA_EBA ZDB-4-EBA |
| publishDate | 1979 |
| publishDateSearch | 1979 |
| publishDateSort | 1979 |
| publisher | Cambridge University Press, |
| record_format | marc |
| spelling | Jaeger, Charles, 1901- https://id.oclc.org/worldcat/entity/E39PBJxhgVrM4kxm4v68HXdxXd http://id.loc.gov/authorities/names/nb2009008207 Rock mechanics and engineering / Charles Jaeger. 2d edition. Cambridge [England] ; New York : Cambridge University Press, 1979. 1 online resource (xii, 523 pages) : illustrations text txt rdacontent computer c rdamedia online resource cr rdacarrier Includes bibliographical references (pages 463-493). Includes indexes. Print version record. Cover; Half-title; Title; Copyright; Contents; Preface; Preface to the first edition; Part 1: Introduction to rock mechanics; 1 The historical development of rock mechanics; 1.1 The first attempts at rock mechanics; 1.2 European and American efforts; 1.3 Present trends; 2 Engineering geology and rock mechanics; 2.1 The geologist''s approach to rock mechanics; 2.1.1 The void index i; 2.1.2 Engineering classification for intact rock; 2.1.3 Classification of joints; 2.1.4 Logging boreholes; 2.1.5 The rock quality designation (RQD); 2.1.6 The integral sampling method; 2.2 Typical case histories 2.2.1 Predicting the temperature inside a deep tunnel2.2.2 Tunnels, galleries and cavities; 2.2.3 Storage reservoirs and dam foundations; 2.3 Discussion; Part 2: Rock material and rock masses; 3 Fundamental concepts and description of fissures; 3.1 Definitions; 3.2 Structure and anisotropy of rock masses; 3.3 Orientation of geological planes; 3.4 Statistical density of fissures; 3.5 Rock mechanics surveys; 4 Physical and mechanical properties of rock material; 4.1 Physical characteristics; 4.1.1 Definitions; 4.1.2 The swelling test; 4.2 Anisotropy of rock material; 4.2.1 Point-load test 4.2.2 Line-load tests4.2.3 The needle test; 4.2.4 Correlations; 4.3 Modulus of elasticity of rock; Poisson''s ratio; 4.4 Tensile strength; 4.4.1 Tests; 4.4.2 Tensile strength and brittle failure; 4.5 Compression tests; 4.5.1 Uniaxial tests on unconfined specimens; 4.5.2 Triaxial tests and equipment; 4.5.3 Triaxial testing for rock joint strength; 4.5.4 Other tests; additional remarks; 4.6 Shear tests; 4.6.1 Punching shear test; 4.6.2 Classical shear test; 4.6.3 Extension of shear tests to fissured bodies; 4.7 Dispersion of test results; scale effect and microfissuring 4.8 Correlations of the void index / with some rock characteristics4.9 Permeability tests; 4.9.1 Permeability to air; alteration of r; 4.9.2 Permeability to water; 4.9.3 Permeability tests and techniques; 4.9.4 Radial percolation tests; 4.9.5 Comments; 4.9.6 Some results; 4.10 Correlations between permeability and mechanical properties of rock material; 4.11 Rock fracture; 4.12 Classification of rock material page; 4.12.1 Conventional classification; 4.12.2 Classification by void index, ; 4.12.3 Classification based on other tests; 4.12.4 Rock masses 4.13 Filling materials for fractures and faults4.13.1 Laboratory tests; 4.13.2 Effect of percolating water in filling material; 5 Residual stresses in rock masses in situ; 5.1 Heim''s hypothesis; 5.2 Stress relief at the surface of rock masses; 5.3 The effective modulus of elasticity and the effective Poisson''s ratio in rock masses; 5.3.1 Terzaghi''s approach; 5.3.2 Poisson''s ratio; 5.4 Strain and stress about cavities: theory; 5.4.1 The elastic field t; 5.4.2 Extensions of the theory; 5.5 In situ methods of measuring residual stresses; measuring stresses about cavities The first edition of Rock Mechanics and Engineering bridged the gap between scientific research on rock mechanics and practical engineering. It was resolutely aimed at giving practical information to geologists, engineering geologists and engineers. Emphasis was placed on the lessons to be learnt from the study of case histories, with the Malpasset Dam rupture and the large Vajont rock slide amongst those described. In this second, enlarged edition the author continues to emphasise aspects of rock mechanics. Modern efforts at establishing an engineering classification of rocks are summarised and considerable attention is given to the Austrian tunnelling method. Firm in his belief that there is no better way to study the subject than by the detailed analysis of case histories, Dr Jaeger has incorporated a number of new ones, for example the discussion on the engineering classification of jointed rock masses and the required rock support is illustrated by descriptions of the second Gotthard Tunnel and the design of the third, much larger tunnel. Rock mechanics. http://id.loc.gov/authorities/subjects/sh85114673 Civil engineering. http://id.loc.gov/authorities/subjects/sh85026331 Mécanique des roches. TECHNOLOGY & ENGINEERING Civil General. bisacsh Civil engineering fast Rock mechanics fast Geomechanik gnd http://d-nb.info/gnd/4126903-2 Ingenieurgeologie gnd http://d-nb.info/gnd/4125674-8 Print version: Jaeger, Charles, 1901- Rock mechanics and engineering. 2d edition 0521218985 (DLC) 77085700 (OCoLC)3516215 |
| spellingShingle | Jaeger, Charles, 1901- Rock mechanics and engineering / Cover; Half-title; Title; Copyright; Contents; Preface; Preface to the first edition; Part 1: Introduction to rock mechanics; 1 The historical development of rock mechanics; 1.1 The first attempts at rock mechanics; 1.2 European and American efforts; 1.3 Present trends; 2 Engineering geology and rock mechanics; 2.1 The geologist''s approach to rock mechanics; 2.1.1 The void index i; 2.1.2 Engineering classification for intact rock; 2.1.3 Classification of joints; 2.1.4 Logging boreholes; 2.1.5 The rock quality designation (RQD); 2.1.6 The integral sampling method; 2.2 Typical case histories 2.2.1 Predicting the temperature inside a deep tunnel2.2.2 Tunnels, galleries and cavities; 2.2.3 Storage reservoirs and dam foundations; 2.3 Discussion; Part 2: Rock material and rock masses; 3 Fundamental concepts and description of fissures; 3.1 Definitions; 3.2 Structure and anisotropy of rock masses; 3.3 Orientation of geological planes; 3.4 Statistical density of fissures; 3.5 Rock mechanics surveys; 4 Physical and mechanical properties of rock material; 4.1 Physical characteristics; 4.1.1 Definitions; 4.1.2 The swelling test; 4.2 Anisotropy of rock material; 4.2.1 Point-load test 4.2.2 Line-load tests4.2.3 The needle test; 4.2.4 Correlations; 4.3 Modulus of elasticity of rock; Poisson''s ratio; 4.4 Tensile strength; 4.4.1 Tests; 4.4.2 Tensile strength and brittle failure; 4.5 Compression tests; 4.5.1 Uniaxial tests on unconfined specimens; 4.5.2 Triaxial tests and equipment; 4.5.3 Triaxial testing for rock joint strength; 4.5.4 Other tests; additional remarks; 4.6 Shear tests; 4.6.1 Punching shear test; 4.6.2 Classical shear test; 4.6.3 Extension of shear tests to fissured bodies; 4.7 Dispersion of test results; scale effect and microfissuring 4.8 Correlations of the void index / with some rock characteristics4.9 Permeability tests; 4.9.1 Permeability to air; alteration of r; 4.9.2 Permeability to water; 4.9.3 Permeability tests and techniques; 4.9.4 Radial percolation tests; 4.9.5 Comments; 4.9.6 Some results; 4.10 Correlations between permeability and mechanical properties of rock material; 4.11 Rock fracture; 4.12 Classification of rock material page; 4.12.1 Conventional classification; 4.12.2 Classification by void index, ; 4.12.3 Classification based on other tests; 4.12.4 Rock masses 4.13 Filling materials for fractures and faults4.13.1 Laboratory tests; 4.13.2 Effect of percolating water in filling material; 5 Residual stresses in rock masses in situ; 5.1 Heim''s hypothesis; 5.2 Stress relief at the surface of rock masses; 5.3 The effective modulus of elasticity and the effective Poisson''s ratio in rock masses; 5.3.1 Terzaghi''s approach; 5.3.2 Poisson''s ratio; 5.4 Strain and stress about cavities: theory; 5.4.1 The elastic field t; 5.4.2 Extensions of the theory; 5.5 In situ methods of measuring residual stresses; measuring stresses about cavities Rock mechanics. http://id.loc.gov/authorities/subjects/sh85114673 Civil engineering. http://id.loc.gov/authorities/subjects/sh85026331 Mécanique des roches. TECHNOLOGY & ENGINEERING Civil General. bisacsh Civil engineering fast Rock mechanics fast Geomechanik gnd http://d-nb.info/gnd/4126903-2 Ingenieurgeologie gnd http://d-nb.info/gnd/4125674-8 |
| subject_GND | http://id.loc.gov/authorities/subjects/sh85114673 http://id.loc.gov/authorities/subjects/sh85026331 http://d-nb.info/gnd/4126903-2 http://d-nb.info/gnd/4125674-8 |
| title | Rock mechanics and engineering / |
| title_auth | Rock mechanics and engineering / |
| title_exact_search | Rock mechanics and engineering / |
| title_full | Rock mechanics and engineering / Charles Jaeger. |
| title_fullStr | Rock mechanics and engineering / Charles Jaeger. |
| title_full_unstemmed | Rock mechanics and engineering / Charles Jaeger. |
| title_short | Rock mechanics and engineering / |
| title_sort | rock mechanics and engineering |
| topic | Rock mechanics. http://id.loc.gov/authorities/subjects/sh85114673 Civil engineering. http://id.loc.gov/authorities/subjects/sh85026331 Mécanique des roches. TECHNOLOGY & ENGINEERING Civil General. bisacsh Civil engineering fast Rock mechanics fast Geomechanik gnd http://d-nb.info/gnd/4126903-2 Ingenieurgeologie gnd http://d-nb.info/gnd/4125674-8 |
| topic_facet | Rock mechanics. Civil engineering. Mécanique des roches. TECHNOLOGY & ENGINEERING Civil General. Civil engineering Rock mechanics Geomechanik Ingenieurgeologie |
| work_keys_str_mv | AT jaegercharles rockmechanicsandengineering |