Very soft organic clay applied to road embankment: modelling and optimisation approach
Gespeichert in:
| 1. Verfasser: | |
|---|---|
| Format: | Elektronisch E-Book |
| Sprache: | English |
| Veröffentlicht: |
Leiden
Taylor & Francis
c2008
|
| Schlagworte: | |
| Beschreibung: | 1 Online-Ressource (xii, 153 p.) |
| ISBN: | 9780415384872 0415384877 |
Internformat
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| 245 | 1 | 0 | |a Very soft organic clay applied to road embankment |b modelling and optimisation approach |c dissertation submitted in fulfillment of the requirements of the Board for Doctorates of Delft University of Technology and of the Academic Board of the UNESCO-IHE Institute for Water Education for the degree of Doctor to be defended in public on Tuesday March 11, 2008 at 10.00 hours in Delft, the Netherlands by Cheevin Limsiri |
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| 650 | 4 | |a Mathematisches Modell | |
| 650 | 4 | |a Roads / Embankments | |
| 650 | 4 | |a Fills (Earthwork) / Mathematical models | |
| 650 | 4 | |a Clay | |
| 650 | 4 | |a Soil mechanics | |
| 776 | 0 | 8 | |i Reproduktion von |a Limsiri, Cheevin |t Very soft organic clay applied to road embankment |d c2008 |
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Datensatz im Suchindex
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| any_adam_object | |
| author | Limsiri, Cheevin |
| author_facet | Limsiri, Cheevin |
| author_role | aut |
| author_sort | Limsiri, Cheevin |
| author_variant | c l cl |
| building | Verbundindex |
| bvnumber | BV040884141 |
| collection | ZDB-38-EBR |
| ctrlnum | (OCoLC)456187626 (DE-599)BVBBV040884141 |
| dewey-full | 620.191 |
| dewey-hundreds | 600 - Technology (Applied sciences) |
| dewey-ones | 620 - Engineering and allied operations |
| dewey-raw | 620.191 |
| dewey-search | 620.191 |
| dewey-sort | 3620.191 |
| dewey-tens | 620 - Engineering and allied operations |
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| id | DE-604.BV040884141 |
| illustrated | Not Illustrated |
| indexdate | 2024-07-10T00:34:37Z |
| institution | BVB |
| isbn | 9780415384872 0415384877 |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-025863843 |
| oclc_num | 456187626 |
| open_access_boolean | |
| physical | 1 Online-Ressource (xii, 153 p.) |
| psigel | ZDB-38-EBR |
| publishDate | 2008 |
| publishDateSearch | 2008 |
| publishDateSort | 2008 |
| publisher | Taylor & Francis |
| record_format | marc |
| spelling | Limsiri, Cheevin Verfasser aut Very soft organic clay applied to road embankment modelling and optimisation approach dissertation submitted in fulfillment of the requirements of the Board for Doctorates of Delft University of Technology and of the Academic Board of the UNESCO-IHE Institute for Water Education for the degree of Doctor to be defended in public on Tuesday March 11, 2008 at 10.00 hours in Delft, the Netherlands by Cheevin Limsiri Leiden Taylor & Francis c2008 1 Online-Ressource (xii, 153 p.) txt rdacontent c rdamedia cr rdacarrier Online-Ausgabe Available via World Wide Web Mathematisches Modell Roads / Embankments Fills (Earthwork) / Mathematical models Clay Soil mechanics Reproduktion von Limsiri, Cheevin Very soft organic clay applied to road embankment c2008 |
| spellingShingle | Limsiri, Cheevin Very soft organic clay applied to road embankment modelling and optimisation approach Mathematisches Modell Roads / Embankments Fills (Earthwork) / Mathematical models Clay Soil mechanics |
| title | Very soft organic clay applied to road embankment modelling and optimisation approach |
| title_auth | Very soft organic clay applied to road embankment modelling and optimisation approach |
| title_exact_search | Very soft organic clay applied to road embankment modelling and optimisation approach |
| title_full | Very soft organic clay applied to road embankment modelling and optimisation approach dissertation submitted in fulfillment of the requirements of the Board for Doctorates of Delft University of Technology and of the Academic Board of the UNESCO-IHE Institute for Water Education for the degree of Doctor to be defended in public on Tuesday March 11, 2008 at 10.00 hours in Delft, the Netherlands by Cheevin Limsiri |
| title_fullStr | Very soft organic clay applied to road embankment modelling and optimisation approach dissertation submitted in fulfillment of the requirements of the Board for Doctorates of Delft University of Technology and of the Academic Board of the UNESCO-IHE Institute for Water Education for the degree of Doctor to be defended in public on Tuesday March 11, 2008 at 10.00 hours in Delft, the Netherlands by Cheevin Limsiri |
| title_full_unstemmed | Very soft organic clay applied to road embankment modelling and optimisation approach dissertation submitted in fulfillment of the requirements of the Board for Doctorates of Delft University of Technology and of the Academic Board of the UNESCO-IHE Institute for Water Education for the degree of Doctor to be defended in public on Tuesday March 11, 2008 at 10.00 hours in Delft, the Netherlands by Cheevin Limsiri |
| title_short | Very soft organic clay applied to road embankment |
| title_sort | very soft organic clay applied to road embankment modelling and optimisation approach |
| title_sub | modelling and optimisation approach |
| topic | Mathematisches Modell Roads / Embankments Fills (Earthwork) / Mathematical models Clay Soil mechanics |
| topic_facet | Mathematisches Modell Roads / Embankments Fills (Earthwork) / Mathematical models Clay Soil mechanics |
| work_keys_str_mv | AT limsiricheevin verysoftorganicclayappliedtoroadembankmentmodellingandoptimisationapproach |