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Experimental study of piles under lateral silty soil movements

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dc.contributor.authorLee, Wei Ming
dc.date.accessioned2024-07-25T03:24:03Z
dc.date.available2024-07-25T03:24:03Z
dc.date.issued2011
dc.descriptionTA780.L43 2011
dc.description.abstractThis thesis reports the experiment study on piles under lateral silty soil movement. The project was conducted in Universiti Tenaga Nasional Civil Engineering Laboratory. To determining the lateral forces develop along the piles under lateral silty soil movement, a large direct shear box test with 20mm diameter with 460mm length mild steel model pile is use with different pile configuration. The data obtain from the test will be evaluate to investigate the behaviour of piles under lateral soil movement. The parametric study was carried out to determine the effect of pile head condition, type of pile, pile spacing and distance from piles to pusher plate on model pile under lateral silty soil movement. The measure forces were then comparing with the forces calculated by estimating the lateral force acting on piles. The effects of the configuration can be observed with the experiment data. It is concluded that the large direct shear box test was able to estimate the lateral force acting on piles.
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/32920
dc.language.isoen
dc.subjectSoil mechanics
dc.subjectPiling
dc.titleExperimental study of piles under lateral silty soil movements
dc.typeResource Types::text::Final Year Project
dspace.entity.typePublication
oaire.citation.endPage119
oaire.citation.startPage1
oairecerif.author.affiliation#PLACEHOLDER_PARENT_METADATA_VALUE#
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