Notes on geoplasticity:
This book is about geoplasticity, solid mechanics of rock, jointed rock and soil beyond the domain of a purely elastic deformation. Plastic deformation is irreversible and begins at the limit to elasticity with any attempt at further loading. Stress at the limit to elasticity is strength which is de...
Gespeichert in:
1. Verfasser: | |
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Format: | Buch |
Sprache: | English |
Veröffentlicht: |
Boca Raton ; London ; New York ; Leiden
CRC Press/Balkema, an imprint of the Taylor & Francis Group
2020
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Schlagworte: | |
Zusammenfassung: | This book is about geoplasticity, solid mechanics of rock, jointed rock and soil beyond the domain of a purely elastic deformation. Plastic deformation is irreversible and begins at the limit to elasticity with any attempt at further loading. Stress at the limit to elasticity is strength which is described by a functional relationship amongst stresses, that is, by a yield function or failure criterion. Mohr-Coulomb, Drucker-Prager and Hoek-Brown criteria are well-known examples in geomechanics. |
Beschreibung: | Includes bibliographical references and index |
Beschreibung: | IX, 232 Seiten Illustrationen, Diagramme |
ISBN: | 9781138370050 9781032085562 |
Internformat
MARC
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020 | |a 9781032085562 |c Pbk |9 978-1032085562 | ||
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100 | 1 | |a Pariseau, William G. |e Verfasser |0 (DE-588)1164253034 |4 aut | |
245 | 1 | 0 | |a Notes on geoplasticity |c William G. Pariseau (Malcolm McKinnon Endowed Chair-Emeritus, Department of Mining Engineering, University of Utah, Salt Lake City, UT, USA) |
264 | 1 | |a Boca Raton ; London ; New York ; Leiden |b CRC Press/Balkema, an imprint of the Taylor & Francis Group |c 2020 | |
300 | |a IX, 232 Seiten |b Illustrationen, Diagramme | ||
336 | |b txt |2 rdacontent | ||
337 | |b n |2 rdamedia | ||
338 | |b nc |2 rdacarrier | ||
500 | |a Includes bibliographical references and index | ||
520 | 3 | |a This book is about geoplasticity, solid mechanics of rock, jointed rock and soil beyond the domain of a purely elastic deformation. Plastic deformation is irreversible and begins at the limit to elasticity with any attempt at further loading. Stress at the limit to elasticity is strength which is described by a functional relationship amongst stresses, that is, by a yield function or failure criterion. Mohr-Coulomb, Drucker-Prager and Hoek-Brown criteria are well-known examples in geomechanics. | |
650 | 0 | 7 | |a Bodenmechanik |0 (DE-588)4007385-3 |2 gnd |9 rswk-swf |
650 | 0 | 7 | |a Plastische Deformation |0 (DE-588)4115572-5 |2 gnd |9 rswk-swf |
650 | 0 | 7 | |a Gebirgsmechanik |0 (DE-588)4126280-3 |2 gnd |9 rswk-swf |
653 | 0 | |a Soils / Plastic properties | |
653 | 0 | |a Geotechnical engineering | |
653 | 0 | |a Rock mechanics | |
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Datensatz im Suchindex
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adam_txt | |
any_adam_object | |
any_adam_object_boolean | |
author | Pariseau, William G. |
author_GND | (DE-588)1164253034 |
author_facet | Pariseau, William G. |
author_role | aut |
author_sort | Pariseau, William G. |
author_variant | w g p wg wgp |
building | Verbundindex |
bvnumber | BV047394713 |
callnumber-first | T - Technology |
callnumber-label | TA710 |
callnumber-raw | TA710.5 |
callnumber-search | TA710.5 |
callnumber-sort | TA 3710.5 |
callnumber-subject | TA - General and Civil Engineering |
classification_rvk | TZ 9700 TZ 9200 |
ctrlnum | (OCoLC)1142863842 (DE-599)KXP1681118211 |
dewey-full | 624.1/5136 |
dewey-hundreds | 600 - Technology (Applied sciences) |
dewey-ones | 624 - Civil engineering |
dewey-raw | 624.1/5136 |
dewey-search | 624.1/5136 |
dewey-sort | 3624.1 45136 |
dewey-tens | 620 - Engineering and allied operations |
discipline | Geologie / Paläontologie Bauingenieurwesen |
discipline_str_mv | Geologie / Paläontologie Bauingenieurwesen |
format | Book |
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id | DE-604.BV047394713 |
illustrated | Illustrated |
index_date | 2024-07-03T17:50:40Z |
indexdate | 2024-07-10T09:10:56Z |
institution | BVB |
isbn | 9781138370050 9781032085562 |
language | English |
oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-032795958 |
oclc_num | 1142863842 |
open_access_boolean | |
owner | DE-188 |
owner_facet | DE-188 |
physical | IX, 232 Seiten Illustrationen, Diagramme |
publishDate | 2020 |
publishDateSearch | 2020 |
publishDateSort | 2020 |
publisher | CRC Press/Balkema, an imprint of the Taylor & Francis Group |
record_format | marc |
spelling | Pariseau, William G. Verfasser (DE-588)1164253034 aut Notes on geoplasticity William G. Pariseau (Malcolm McKinnon Endowed Chair-Emeritus, Department of Mining Engineering, University of Utah, Salt Lake City, UT, USA) Boca Raton ; London ; New York ; Leiden CRC Press/Balkema, an imprint of the Taylor & Francis Group 2020 IX, 232 Seiten Illustrationen, Diagramme txt rdacontent n rdamedia nc rdacarrier Includes bibliographical references and index This book is about geoplasticity, solid mechanics of rock, jointed rock and soil beyond the domain of a purely elastic deformation. Plastic deformation is irreversible and begins at the limit to elasticity with any attempt at further loading. Stress at the limit to elasticity is strength which is described by a functional relationship amongst stresses, that is, by a yield function or failure criterion. Mohr-Coulomb, Drucker-Prager and Hoek-Brown criteria are well-known examples in geomechanics. Bodenmechanik (DE-588)4007385-3 gnd rswk-swf Plastische Deformation (DE-588)4115572-5 gnd rswk-swf Gebirgsmechanik (DE-588)4126280-3 gnd rswk-swf Soils / Plastic properties Geotechnical engineering Rock mechanics Gebirgsmechanik (DE-588)4126280-3 s Bodenmechanik (DE-588)4007385-3 s Plastische Deformation (DE-588)4115572-5 s DE-604 |
spellingShingle | Pariseau, William G. Notes on geoplasticity Bodenmechanik (DE-588)4007385-3 gnd Plastische Deformation (DE-588)4115572-5 gnd Gebirgsmechanik (DE-588)4126280-3 gnd |
subject_GND | (DE-588)4007385-3 (DE-588)4115572-5 (DE-588)4126280-3 |
title | Notes on geoplasticity |
title_auth | Notes on geoplasticity |
title_exact_search | Notes on geoplasticity |
title_exact_search_txtP | Notes on geoplasticity |
title_full | Notes on geoplasticity William G. Pariseau (Malcolm McKinnon Endowed Chair-Emeritus, Department of Mining Engineering, University of Utah, Salt Lake City, UT, USA) |
title_fullStr | Notes on geoplasticity William G. Pariseau (Malcolm McKinnon Endowed Chair-Emeritus, Department of Mining Engineering, University of Utah, Salt Lake City, UT, USA) |
title_full_unstemmed | Notes on geoplasticity William G. Pariseau (Malcolm McKinnon Endowed Chair-Emeritus, Department of Mining Engineering, University of Utah, Salt Lake City, UT, USA) |
title_short | Notes on geoplasticity |
title_sort | notes on geoplasticity |
topic | Bodenmechanik (DE-588)4007385-3 gnd Plastische Deformation (DE-588)4115572-5 gnd Gebirgsmechanik (DE-588)4126280-3 gnd |
topic_facet | Bodenmechanik Plastische Deformation Gebirgsmechanik |
work_keys_str_mv | AT pariseauwilliamg notesongeoplasticity |