Soil liquefaction: a critical state approach
"Soil Liquefaction has become widely cited. It is built on the principle that liquefaction can, and must, be understood from mechanics. This second edition is developed from this premise in three respects: with the inclusion of silts and sandy silts commonly encountered as mine tailings, by an...
Saved in:
| Main Authors: | , |
|---|---|
| Format: | Book |
| Language: | English |
| Published: |
Boca Raton
CRC Press, Taylor & Francis Group
[2016]
|
| Edition: | Second edition |
| Series: | Applied geotechnics series
A Spon Press book |
| Subjects: | |
| Summary: | "Soil Liquefaction has become widely cited. It is built on the principle that liquefaction can, and must, be understood from mechanics. This second edition is developed from this premise in three respects: with the inclusion of silts and sandy silts commonly encountered as mine tailings, by an extensive treatment of cyclic mobility and the cyclic simple shear test, and through coverage from the "element" scale seen in laboratory testing to the evaluation of "boundary value problems" of civil and mining engineering. As a mechanics-based approach is necessarily numerical, detailed derivations are provided for downloadable open-code software (in both Excel/VBA and C++) including code verifications and validations. The "how-to-use" aspects have been expanded as a result of many conversations with other engineers, and these now cover the derivation of soil properties from laboratory testing through to assessing the in situ state by processing the results of cone penetration testing." ... |
| Item Description: | Includes bibliographical references (pages 659-676) and index |
| Physical Description: | xxi, 690 pages illustrations, charts 27 cm |
| ISBN: | 9781482213683 1482213680 |
Staff View
MARC
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| 520 | |a "Soil Liquefaction has become widely cited. It is built on the principle that liquefaction can, and must, be understood from mechanics. This second edition is developed from this premise in three respects: with the inclusion of silts and sandy silts commonly encountered as mine tailings, by an extensive treatment of cyclic mobility and the cyclic simple shear test, and through coverage from the "element" scale seen in laboratory testing to the evaluation of "boundary value problems" of civil and mining engineering. As a mechanics-based approach is necessarily numerical, detailed derivations are provided for downloadable open-code software (in both Excel/VBA and C++) including code verifications and validations. The "how-to-use" aspects have been expanded as a result of many conversations with other engineers, and these now cover the derivation of soil properties from laboratory testing through to assessing the in situ state by processing the results of cone penetration testing." ... | ||
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Record in the Search Index
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| any_adam_object | |
| author | Jefferies, Mike 1952- Been, Ken |
| author_GND | (DE-588)1081489545 (DE-588)1081501758 |
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| author_role | aut aut |
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| callnumber-sort | TA 3710 |
| callnumber-subject | TA - General and Civil Engineering |
| ctrlnum | (OCoLC)927100948 (DE-599)BVBBV046318102 |
| 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 |
| edition | Second edition |
| format | Book |
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| id | DE-604.BV046318102 |
| illustrated | Illustrated |
| indexdate | 2024-07-10T08:41:29Z |
| institution | BVB |
| isbn | 9781482213683 1482213680 |
| language | English |
| lccn | 015490976 |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-031695164 |
| oclc_num | 927100948 |
| open_access_boolean | |
| owner | DE-29 |
| owner_facet | DE-29 |
| physical | xxi, 690 pages illustrations, charts 27 cm |
| publishDate | 2016 |
| publishDateSearch | 2016 |
| publishDateSort | 2016 |
| publisher | CRC Press, Taylor & Francis Group |
| record_format | marc |
| series2 | Applied geotechnics series A Spon Press book |
| spelling | Jefferies, Mike 1952- Verfasser (DE-588)1081489545 aut Soil liquefaction a critical state approach Mike Jeffries, Golder Associates (UK), Canada, Ken Been, Golder Associates, Houston, USA Second edition Boca Raton CRC Press, Taylor & Francis Group [2016] xxi, 690 pages illustrations, charts 27 cm txt rdacontent n rdamedia nc rdacarrier Applied geotechnics series A Spon Press book Includes bibliographical references (pages 659-676) and index "Soil Liquefaction has become widely cited. It is built on the principle that liquefaction can, and must, be understood from mechanics. This second edition is developed from this premise in three respects: with the inclusion of silts and sandy silts commonly encountered as mine tailings, by an extensive treatment of cyclic mobility and the cyclic simple shear test, and through coverage from the "element" scale seen in laboratory testing to the evaluation of "boundary value problems" of civil and mining engineering. As a mechanics-based approach is necessarily numerical, detailed derivations are provided for downloadable open-code software (in both Excel/VBA and C++) including code verifications and validations. The "how-to-use" aspects have been expanded as a result of many conversations with other engineers, and these now cover the derivation of soil properties from laboratory testing through to assessing the in situ state by processing the results of cone penetration testing." ... Soil liquefaction / fast / (OCoLC)fst01124439 Soil mechanics / fast / (OCoLC)fst01124463 Soil liquefaction Soil mechanics Bodendynamik (DE-588)4007363-4 gnd rswk-swf Bodendynamik (DE-588)4007363-4 s DE-604 Been, Ken Verfasser (DE-588)1081501758 aut |
| spellingShingle | Jefferies, Mike 1952- Been, Ken Soil liquefaction a critical state approach Soil liquefaction / fast / (OCoLC)fst01124439 Soil mechanics / fast / (OCoLC)fst01124463 Soil liquefaction Soil mechanics Bodendynamik (DE-588)4007363-4 gnd |
| subject_GND | (DE-588)4007363-4 |
| title | Soil liquefaction a critical state approach |
| title_auth | Soil liquefaction a critical state approach |
| title_exact_search | Soil liquefaction a critical state approach |
| title_full | Soil liquefaction a critical state approach Mike Jeffries, Golder Associates (UK), Canada, Ken Been, Golder Associates, Houston, USA |
| title_fullStr | Soil liquefaction a critical state approach Mike Jeffries, Golder Associates (UK), Canada, Ken Been, Golder Associates, Houston, USA |
| title_full_unstemmed | Soil liquefaction a critical state approach Mike Jeffries, Golder Associates (UK), Canada, Ken Been, Golder Associates, Houston, USA |
| title_short | Soil liquefaction |
| title_sort | soil liquefaction a critical state approach |
| title_sub | a critical state approach |
| topic | Soil liquefaction / fast / (OCoLC)fst01124439 Soil mechanics / fast / (OCoLC)fst01124463 Soil liquefaction Soil mechanics Bodendynamik (DE-588)4007363-4 gnd |
| topic_facet | Soil liquefaction / fast / (OCoLC)fst01124439 Soil mechanics / fast / (OCoLC)fst01124463 Soil liquefaction Soil mechanics Bodendynamik |
| work_keys_str_mv | AT jefferiesmike soilliquefactionacriticalstateapproach AT beenken soilliquefactionacriticalstateapproach |