Creep of soils and related phenomena:
Gespeichert in:
| 1. Verfasser: | |
|---|---|
| Format: | Elektronisch E-Book |
| Sprache: | English |
| Veröffentlicht: |
Amsterdam
Elsevier
1992
|
| Schriftenreihe: | Developments in geotechnical engineering
68 |
| Schlagworte: | |
| Online-Zugang: | FAW01 Volltext |
| Beschreibung: | Translation, with revisions, of: Plouživost zemin Includes bibliographical references (p. 397-411) and index In this volume, soil creep is analysed within the framework of other soil-rheological phenomena, such as stress relaxation and long-term resistance, to present an in-depth discussion of the effect of time on soil behaviour. As time is the only state parameter which cannot be entirely modelled in the laboratory, the presented extrapolation is based upon a combination of appropriate theoretical analysis, and the principles of the physical behaviour of soils affected by state parameters such as porosity, water content, stress, strain, time and temperature. Principal macro- and microrheological theories are analysed, and a comprehensive picture of the soil structure and of the effect of state parameters is presented, documented by the author's experiments and illustrated by many examples. The theory of hereditary creep was selected as the best theory serving the author's purpose to propose simple constitutive relations governing creep of soils. The proposed constitutive relations have been implemented into FEM programs and the effect of the time factor has been demonstrated by the solution of such boundary value problems as a dams and underground tunnels. This volume should be of interest to civil engineers, scientists, research and postgraduate students, and advanced undergraduates |
| Beschreibung: | 422 pages |
| ISBN: | 044498822X 9780444988225 |
Internformat
MARC
| LEADER | 00000nmm a2200000zcb4500 | ||
|---|---|---|---|
| 001 | BV044380516 | ||
| 003 | DE-604 | ||
| 005 | 00000000000000.0 | ||
| 007 | cr|uuu---uuuuu | ||
| 008 | 170630s1991 |||| o||u| ||||||eng d | ||
| 020 | |a 044498822X |9 0-444-98822-X | ||
| 020 | |a 9780444988225 |9 978-0-444-98822-5 | ||
| 035 | |a (ZDB-33-ESD)ocn645821687 | ||
| 035 | |a (OCoLC)645821687 | ||
| 035 | |a (DE-599)BVBBV044380516 | ||
| 040 | |a DE-604 |b ger |e aacr | ||
| 041 | 0 | |a eng | |
| 049 | |a DE-1046 | ||
| 082 | 0 | |a 624.1/5136 |2 20 | |
| 100 | 1 | |a Feda, Jaroslav |e Verfasser |4 aut | |
| 240 | 1 | 0 | |a Plouživost zemin |
| 245 | 1 | 0 | |a Creep of soils and related phenomena |c by Jaroslav Feda |
| 264 | 1 | |a Amsterdam |b Elsevier |c 1992 | |
| 300 | |a 422 pages | ||
| 336 | |b txt |2 rdacontent | ||
| 337 | |b c |2 rdamedia | ||
| 338 | |b cr |2 rdacarrier | ||
| 490 | 0 | |a Developments in geotechnical engineering |v 68 | |
| 500 | |a Translation, with revisions, of: Plouživost zemin | ||
| 500 | |a Includes bibliographical references (p. 397-411) and index | ||
| 500 | |a In this volume, soil creep is analysed within the framework of other soil-rheological phenomena, such as stress relaxation and long-term resistance, to present an in-depth discussion of the effect of time on soil behaviour. As time is the only state parameter which cannot be entirely modelled in the laboratory, the presented extrapolation is based upon a combination of appropriate theoretical analysis, and the principles of the physical behaviour of soils affected by state parameters such as porosity, water content, stress, strain, time and temperature. Principal macro- and microrheological theories are analysed, and a comprehensive picture of the soil structure and of the effect of state parameters is presented, documented by the author's experiments and illustrated by many examples. The theory of hereditary creep was selected as the best theory serving the author's purpose to propose simple constitutive relations governing creep of soils. The proposed constitutive relations have been implemented into FEM programs and the effect of the time factor has been demonstrated by the solution of such boundary value problems as a dams and underground tunnels. This volume should be of interest to civil engineers, scientists, research and postgraduate students, and advanced undergraduates | ||
| 650 | 7 | |a Soils / Creep |2 fast | |
| 650 | 7 | |a Bodendynamik |2 swd | |
| 650 | 7 | |a Solifluktion |2 swd | |
| 650 | 4 | |a Soils |x Creep | |
| 650 | 0 | 7 | |a Solifluktion |0 (DE-588)4181753-9 |2 gnd |9 rswk-swf |
| 650 | 0 | 7 | |a Gekriech |0 (DE-588)4156385-2 |2 gnd |9 rswk-swf |
| 650 | 0 | 7 | |a Bodendynamik |0 (DE-588)4007363-4 |2 gnd |9 rswk-swf |
| 689 | 0 | 0 | |a Gekriech |0 (DE-588)4156385-2 |D s |
| 689 | 0 | |8 1\p |5 DE-604 | |
| 689 | 1 | 0 | |a Solifluktion |0 (DE-588)4181753-9 |D s |
| 689 | 1 | |8 2\p |5 DE-604 | |
| 689 | 2 | 0 | |a Bodendynamik |0 (DE-588)4007363-4 |D s |
| 689 | 2 | |8 3\p |5 DE-604 | |
| 856 | 4 | 0 | |u http://www.sciencedirect.com/science/bookseries/01651250/68 |x Verlag |z URL des Erstveröffentlichers |3 Volltext |
| 912 | |a ZDB-33-ESD |a ZDB-33-EBS | ||
| 999 | |a oai:aleph.bib-bvb.de:BVB01-029782738 | ||
| 883 | 1 | |8 1\p |a cgwrk |d 20201028 |q DE-101 |u https://d-nb.info/provenance/plan#cgwrk | |
| 883 | 1 | |8 2\p |a cgwrk |d 20201028 |q DE-101 |u https://d-nb.info/provenance/plan#cgwrk | |
| 883 | 1 | |8 3\p |a cgwrk |d 20201028 |q DE-101 |u https://d-nb.info/provenance/plan#cgwrk | |
| 966 | e | |u http://www.sciencedirect.com/science/bookseries/01651250/68 |l FAW01 |p ZDB-33-ESD |q FAW_PDA_ESD |x Verlag |3 Volltext | |
Datensatz im Suchindex
| _version_ | 1804177643082350592 |
|---|---|
| any_adam_object | |
| author | Feda, Jaroslav |
| author_facet | Feda, Jaroslav |
| author_role | aut |
| author_sort | Feda, Jaroslav |
| author_variant | j f jf |
| building | Verbundindex |
| bvnumber | BV044380516 |
| collection | ZDB-33-ESD ZDB-33-EBS |
| ctrlnum | (ZDB-33-ESD)ocn645821687 (OCoLC)645821687 (DE-599)BVBBV044380516 |
| 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 | Bauingenieurwesen |
| format | Electronic eBook |
| fullrecord | <?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>03473nmm a2200577zcb4500</leader><controlfield tag="001">BV044380516</controlfield><controlfield tag="003">DE-604</controlfield><controlfield tag="005">00000000000000.0</controlfield><controlfield tag="007">cr|uuu---uuuuu</controlfield><controlfield tag="008">170630s1991 |||| o||u| ||||||eng d</controlfield><datafield tag="020" ind1=" " ind2=" "><subfield code="a">044498822X</subfield><subfield code="9">0-444-98822-X</subfield></datafield><datafield tag="020" ind1=" " ind2=" "><subfield code="a">9780444988225</subfield><subfield code="9">978-0-444-98822-5</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(ZDB-33-ESD)ocn645821687</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(OCoLC)645821687</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-599)BVBBV044380516</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-604</subfield><subfield code="b">ger</subfield><subfield code="e">aacr</subfield></datafield><datafield tag="041" ind1="0" ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="049" ind1=" " ind2=" "><subfield code="a">DE-1046</subfield></datafield><datafield tag="082" ind1="0" ind2=" "><subfield code="a">624.1/5136</subfield><subfield code="2">20</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Feda, Jaroslav</subfield><subfield code="e">Verfasser</subfield><subfield code="4">aut</subfield></datafield><datafield tag="240" ind1="1" ind2="0"><subfield code="a">Plouživost zemin</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Creep of soils and related phenomena</subfield><subfield code="c">by Jaroslav Feda</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="a">Amsterdam</subfield><subfield code="b">Elsevier</subfield><subfield code="c">1992</subfield></datafield><datafield tag="300" ind1=" " ind2=" "><subfield code="a">422 pages</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="b">c</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="b">cr</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="490" ind1="0" ind2=" "><subfield code="a">Developments in geotechnical engineering</subfield><subfield code="v">68</subfield></datafield><datafield tag="500" ind1=" " ind2=" "><subfield code="a">Translation, with revisions, of: Plouživost zemin</subfield></datafield><datafield tag="500" ind1=" " ind2=" "><subfield code="a">Includes bibliographical references (p. 397-411) and index</subfield></datafield><datafield tag="500" ind1=" " ind2=" "><subfield code="a">In this volume, soil creep is analysed within the framework of other soil-rheological phenomena, such as stress relaxation and long-term resistance, to present an in-depth discussion of the effect of time on soil behaviour. As time is the only state parameter which cannot be entirely modelled in the laboratory, the presented extrapolation is based upon a combination of appropriate theoretical analysis, and the principles of the physical behaviour of soils affected by state parameters such as porosity, water content, stress, strain, time and temperature. Principal macro- and microrheological theories are analysed, and a comprehensive picture of the soil structure and of the effect of state parameters is presented, documented by the author's experiments and illustrated by many examples. The theory of hereditary creep was selected as the best theory serving the author's purpose to propose simple constitutive relations governing creep of soils. The proposed constitutive relations have been implemented into FEM programs and the effect of the time factor has been demonstrated by the solution of such boundary value problems as a dams and underground tunnels. This volume should be of interest to civil engineers, scientists, research and postgraduate students, and advanced undergraduates</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Soils / Creep</subfield><subfield code="2">fast</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Bodendynamik</subfield><subfield code="2">swd</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Solifluktion</subfield><subfield code="2">swd</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Soils</subfield><subfield code="x">Creep</subfield></datafield><datafield tag="650" ind1="0" ind2="7"><subfield code="a">Solifluktion</subfield><subfield code="0">(DE-588)4181753-9</subfield><subfield code="2">gnd</subfield><subfield code="9">rswk-swf</subfield></datafield><datafield tag="650" ind1="0" ind2="7"><subfield code="a">Gekriech</subfield><subfield code="0">(DE-588)4156385-2</subfield><subfield code="2">gnd</subfield><subfield code="9">rswk-swf</subfield></datafield><datafield tag="650" ind1="0" ind2="7"><subfield code="a">Bodendynamik</subfield><subfield code="0">(DE-588)4007363-4</subfield><subfield code="2">gnd</subfield><subfield code="9">rswk-swf</subfield></datafield><datafield tag="689" ind1="0" ind2="0"><subfield code="a">Gekriech</subfield><subfield code="0">(DE-588)4156385-2</subfield><subfield code="D">s</subfield></datafield><datafield tag="689" ind1="0" ind2=" "><subfield code="8">1\p</subfield><subfield code="5">DE-604</subfield></datafield><datafield tag="689" ind1="1" ind2="0"><subfield code="a">Solifluktion</subfield><subfield code="0">(DE-588)4181753-9</subfield><subfield code="D">s</subfield></datafield><datafield tag="689" ind1="1" ind2=" "><subfield code="8">2\p</subfield><subfield code="5">DE-604</subfield></datafield><datafield tag="689" ind1="2" ind2="0"><subfield code="a">Bodendynamik</subfield><subfield code="0">(DE-588)4007363-4</subfield><subfield code="D">s</subfield></datafield><datafield tag="689" ind1="2" ind2=" "><subfield code="8">3\p</subfield><subfield code="5">DE-604</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">http://www.sciencedirect.com/science/bookseries/01651250/68</subfield><subfield code="x">Verlag</subfield><subfield code="z">URL des Erstveröffentlichers</subfield><subfield code="3">Volltext</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">ZDB-33-ESD</subfield><subfield code="a">ZDB-33-EBS</subfield></datafield><datafield tag="999" ind1=" " ind2=" "><subfield code="a">oai:aleph.bib-bvb.de:BVB01-029782738</subfield></datafield><datafield tag="883" ind1="1" ind2=" "><subfield code="8">1\p</subfield><subfield code="a">cgwrk</subfield><subfield code="d">20201028</subfield><subfield code="q">DE-101</subfield><subfield code="u">https://d-nb.info/provenance/plan#cgwrk</subfield></datafield><datafield tag="883" ind1="1" ind2=" "><subfield code="8">2\p</subfield><subfield code="a">cgwrk</subfield><subfield code="d">20201028</subfield><subfield code="q">DE-101</subfield><subfield code="u">https://d-nb.info/provenance/plan#cgwrk</subfield></datafield><datafield tag="883" ind1="1" ind2=" "><subfield code="8">3\p</subfield><subfield code="a">cgwrk</subfield><subfield code="d">20201028</subfield><subfield code="q">DE-101</subfield><subfield code="u">https://d-nb.info/provenance/plan#cgwrk</subfield></datafield><datafield tag="966" ind1="e" ind2=" "><subfield code="u">http://www.sciencedirect.com/science/bookseries/01651250/68</subfield><subfield code="l">FAW01</subfield><subfield code="p">ZDB-33-ESD</subfield><subfield code="q">FAW_PDA_ESD</subfield><subfield code="x">Verlag</subfield><subfield code="3">Volltext</subfield></datafield></record></collection> |
| id | DE-604.BV044380516 |
| illustrated | Not Illustrated |
| indexdate | 2024-07-10T07:51:20Z |
| institution | BVB |
| isbn | 044498822X 9780444988225 |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-029782738 |
| oclc_num | 645821687 |
| open_access_boolean | |
| owner | DE-1046 |
| owner_facet | DE-1046 |
| physical | 422 pages |
| psigel | ZDB-33-ESD ZDB-33-EBS ZDB-33-ESD FAW_PDA_ESD |
| publishDate | 1992 |
| publishDateSearch | 1991 |
| publishDateSort | 1991 |
| publisher | Elsevier |
| record_format | marc |
| series2 | Developments in geotechnical engineering |
| spelling | Feda, Jaroslav Verfasser aut Plouživost zemin Creep of soils and related phenomena by Jaroslav Feda Amsterdam Elsevier 1992 422 pages txt rdacontent c rdamedia cr rdacarrier Developments in geotechnical engineering 68 Translation, with revisions, of: Plouživost zemin Includes bibliographical references (p. 397-411) and index In this volume, soil creep is analysed within the framework of other soil-rheological phenomena, such as stress relaxation and long-term resistance, to present an in-depth discussion of the effect of time on soil behaviour. As time is the only state parameter which cannot be entirely modelled in the laboratory, the presented extrapolation is based upon a combination of appropriate theoretical analysis, and the principles of the physical behaviour of soils affected by state parameters such as porosity, water content, stress, strain, time and temperature. Principal macro- and microrheological theories are analysed, and a comprehensive picture of the soil structure and of the effect of state parameters is presented, documented by the author's experiments and illustrated by many examples. The theory of hereditary creep was selected as the best theory serving the author's purpose to propose simple constitutive relations governing creep of soils. The proposed constitutive relations have been implemented into FEM programs and the effect of the time factor has been demonstrated by the solution of such boundary value problems as a dams and underground tunnels. This volume should be of interest to civil engineers, scientists, research and postgraduate students, and advanced undergraduates Soils / Creep fast Bodendynamik swd Solifluktion swd Soils Creep Solifluktion (DE-588)4181753-9 gnd rswk-swf Gekriech (DE-588)4156385-2 gnd rswk-swf Bodendynamik (DE-588)4007363-4 gnd rswk-swf Gekriech (DE-588)4156385-2 s 1\p DE-604 Solifluktion (DE-588)4181753-9 s 2\p DE-604 Bodendynamik (DE-588)4007363-4 s 3\p DE-604 http://www.sciencedirect.com/science/bookseries/01651250/68 Verlag URL des Erstveröffentlichers Volltext 1\p cgwrk 20201028 DE-101 https://d-nb.info/provenance/plan#cgwrk 2\p cgwrk 20201028 DE-101 https://d-nb.info/provenance/plan#cgwrk 3\p cgwrk 20201028 DE-101 https://d-nb.info/provenance/plan#cgwrk |
| spellingShingle | Feda, Jaroslav Creep of soils and related phenomena Soils / Creep fast Bodendynamik swd Solifluktion swd Soils Creep Solifluktion (DE-588)4181753-9 gnd Gekriech (DE-588)4156385-2 gnd Bodendynamik (DE-588)4007363-4 gnd |
| subject_GND | (DE-588)4181753-9 (DE-588)4156385-2 (DE-588)4007363-4 |
| title | Creep of soils and related phenomena |
| title_alt | Plouživost zemin |
| title_auth | Creep of soils and related phenomena |
| title_exact_search | Creep of soils and related phenomena |
| title_full | Creep of soils and related phenomena by Jaroslav Feda |
| title_fullStr | Creep of soils and related phenomena by Jaroslav Feda |
| title_full_unstemmed | Creep of soils and related phenomena by Jaroslav Feda |
| title_short | Creep of soils and related phenomena |
| title_sort | creep of soils and related phenomena |
| topic | Soils / Creep fast Bodendynamik swd Solifluktion swd Soils Creep Solifluktion (DE-588)4181753-9 gnd Gekriech (DE-588)4156385-2 gnd Bodendynamik (DE-588)4007363-4 gnd |
| topic_facet | Soils / Creep Bodendynamik Solifluktion Soils Creep Gekriech |
| url | http://www.sciencedirect.com/science/bookseries/01651250/68 |
| work_keys_str_mv | AT fedajaroslav plouzivostzemin AT fedajaroslav creepofsoilsandrelatedphenomena |