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)

Bibliographic Details
Main Author: Talukder, Mohammad Kamruzzaman, 1981-
Other Authors: Memorial University of Newfoundland. Faculty of Engineering and Applied Science
Format: Thesis
Language:English
Published: 2009
Subjects:
Online Access:http://collections.mun.ca/cdm/ref/collection/theses4/id/78457
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spelling 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.
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