Seismic response of pile foundation in saturated sand using Beam on Nonlinear Winkler Foundation approach
Thesis (M.Eng.)--Memorial University of Newfoundland, 2009. Engineering and Applied Science Includes bibliographical references (leaves 98-100)
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ftmemorialunivdc:oai:collections.mun.ca:theses4/78457 2023-05-15T17:23:33+02:00 Seismic response of pile foundation in saturated sand using Beam on Nonlinear Winkler Foundation approach Talukder, Mohammad Kamruzzaman, 1981- Memorial University of Newfoundland. Faculty of Engineering and Applied Science 2009 xvi, 132 leaves : ill. Image/jpeg; Application/pdf http://collections.mun.ca/cdm/ref/collection/theses4/id/78457 Eng eng Electronic Theses and Dissertations (15.70 MB) -- http://collections.mun.ca/PDFs/theses/Talukder_MohammadKamruzzaman.pdf a3243846 http://collections.mun.ca/cdm/ref/collection/theses4/id/78457 The author retains copyright ownership and moral rights in this thesis. Neither the thesis nor substantial extracts from it may be printed or otherwise reproduced without the author's permission. Paper copy kept in the Centre for Newfoundland Studies, Memorial University Libraries Earthquake engineering--Research Piling (Civil engineering)--Earthquake effects Soil-structure interaction Text Electronic thesis or dissertation 2009 ftmemorialunivdc 2015-08-06T19:22:11Z Thesis (M.Eng.)--Memorial University of Newfoundland, 2009. Engineering and Applied Science Includes bibliographical references (leaves 98-100) Thesis Newfoundland studies University of Newfoundland Memorial University of Newfoundland: Digital Archives Initiative (DAI) |
institution |
Open Polar |
collection |
Memorial University of Newfoundland: Digital Archives Initiative (DAI) |
op_collection_id |
ftmemorialunivdc |
language |
English |
topic |
Earthquake engineering--Research Piling (Civil engineering)--Earthquake effects Soil-structure interaction |
spellingShingle |
Earthquake engineering--Research Piling (Civil engineering)--Earthquake effects Soil-structure interaction Talukder, Mohammad Kamruzzaman, 1981- Seismic response of pile foundation in saturated sand using Beam on Nonlinear Winkler Foundation approach |
topic_facet |
Earthquake engineering--Research Piling (Civil engineering)--Earthquake effects Soil-structure interaction |
description |
Thesis (M.Eng.)--Memorial University of Newfoundland, 2009. Engineering and Applied Science Includes bibliographical references (leaves 98-100) |
author2 |
Memorial University of Newfoundland. Faculty of Engineering and Applied Science |
format |
Thesis |
author |
Talukder, Mohammad Kamruzzaman, 1981- |
author_facet |
Talukder, Mohammad Kamruzzaman, 1981- |
author_sort |
Talukder, Mohammad Kamruzzaman, 1981- |
title |
Seismic response of pile foundation in saturated sand using Beam on Nonlinear Winkler Foundation approach |
title_short |
Seismic response of pile foundation in saturated sand using Beam on Nonlinear Winkler Foundation approach |
title_full |
Seismic response of pile foundation in saturated sand using Beam on Nonlinear Winkler Foundation approach |
title_fullStr |
Seismic response of pile foundation in saturated sand using Beam on Nonlinear Winkler Foundation approach |
title_full_unstemmed |
Seismic response of pile foundation in saturated sand using Beam on Nonlinear Winkler Foundation approach |
title_sort |
seismic response of pile foundation in saturated sand using beam on nonlinear winkler foundation approach |
publishDate |
2009 |
url |
http://collections.mun.ca/cdm/ref/collection/theses4/id/78457 |
genre |
Newfoundland studies University of Newfoundland |
genre_facet |
Newfoundland studies University of Newfoundland |
op_source |
Paper copy kept in the Centre for Newfoundland Studies, Memorial University Libraries |
op_relation |
Electronic Theses and Dissertations (15.70 MB) -- http://collections.mun.ca/PDFs/theses/Talukder_MohammadKamruzzaman.pdf a3243846 http://collections.mun.ca/cdm/ref/collection/theses4/id/78457 |
op_rights |
The author retains copyright ownership and moral rights in this thesis. Neither the thesis nor substantial extracts from it may be printed or otherwise reproduced without the author's permission. |
_version_ |
1766113271006363648 |