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Field capacity of steel pile with corrugated web surface

A series of loading test on steel piles with web of different corrugation profiles has been carried out to study the performance of piles with trapezoid web in resisting loadings. Hypothetically, the inclined part of the corrugated web can provide an extra skin friction capacity of the pile. In the...

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Main Authors:	Osman, Mohd. Hanim, Kasim, Fauziah, Saim, A. Aziz
Format:	Book Section
Published:	Penerbit UTM 2008
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://eprints.utm.my/id/eprint/19886/ http://dms.library.utm.my:8080/vital/access/manager/Repository/vital:100637?queryType=vitalDismax&query=Field+capacity+of+steel+pile+with+corrugated+web+surface
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id	my.utm.19886
record_format	eprints
spelling	my.utm.198862017-07-11T07:07:31Z http://eprints.utm.my/id/eprint/19886/ Field capacity of steel pile with corrugated web surface Osman, Mohd. Hanim Kasim, Fauziah Saim, A. Aziz TA Engineering (General). Civil engineering (General) A series of loading test on steel piles with web of different corrugation profiles has been carried out to study the performance of piles with trapezoid web in resisting loadings. Hypothetically, the inclined part of the corrugated web can provide an extra skin friction capacity of the pile. In the full scale tests, maintained load and constant rate of penetration tests were carried out. Six piles of different web corrugations were used in the test, all of which had the dimension of 200 x 80 mm and 5.0 m length. Maintained load test and constant rate penetration test on all the pile types had been carried out. The force versus settlement was plotted, designated as the resistance behaviour of the steel pile section against the vertical load. Comparison had been made to present the differences of the skin friction resistance capacities between both types of piles. The pattern of the settlement and end bearing capacity of the pile were also analyzed. The test results indicate that the total bearing capacities of pile with trapezoid web are higher than that of the flat web section of the same cross section area. The bearing capacities of piles with full corrugations are in the range of30 kN while the piles with flat web are only 20 kN. The study shown the trapezoid-section pile can be used as a better alternative to the conventional-section pile in term of the load bearing capacity. Penerbit UTM 2008 Book Section PeerReviewed Osman, Mohd. Hanim and Kasim, Fauziah and Saim, A. Aziz (2008) Field capacity of steel pile with corrugated web surface. In: Advanced Composite Materials Properties and Applications. Penerbit UTM , Johor, pp. 82-98. ISBN 978-983-52-0575-0 http://dms.library.utm.my:8080/vital/access/manager/Repository/vital:100637?queryType=vitalDismax&query=Field+capacity+of+steel+pile+with+corrugated+web+surface
institution	Universiti Teknologi Malaysia
building	UTM Library
collection	Institutional Repository
continent	Asia
country	Malaysia
content_provider	Universiti Teknologi Malaysia
content_source	UTM Institutional Repository
url_provider	http://eprints.utm.my/
topic	TA Engineering (General). Civil engineering (General)
spellingShingle	TA Engineering (General). Civil engineering (General) Osman, Mohd. Hanim Kasim, Fauziah Saim, A. Aziz Field capacity of steel pile with corrugated web surface
description	A series of loading test on steel piles with web of different corrugation profiles has been carried out to study the performance of piles with trapezoid web in resisting loadings. Hypothetically, the inclined part of the corrugated web can provide an extra skin friction capacity of the pile. In the full scale tests, maintained load and constant rate of penetration tests were carried out. Six piles of different web corrugations were used in the test, all of which had the dimension of 200 x 80 mm and 5.0 m length. Maintained load test and constant rate penetration test on all the pile types had been carried out. The force versus settlement was plotted, designated as the resistance behaviour of the steel pile section against the vertical load. Comparison had been made to present the differences of the skin friction resistance capacities between both types of piles. The pattern of the settlement and end bearing capacity of the pile were also analyzed. The test results indicate that the total bearing capacities of pile with trapezoid web are higher than that of the flat web section of the same cross section area. The bearing capacities of piles with full corrugations are in the range of30 kN while the piles with flat web are only 20 kN. The study shown the trapezoid-section pile can be used as a better alternative to the conventional-section pile in term of the load bearing capacity.
format	Book Section
author	Osman, Mohd. Hanim Kasim, Fauziah Saim, A. Aziz
author_facet	Osman, Mohd. Hanim Kasim, Fauziah Saim, A. Aziz
author_sort	Osman, Mohd. Hanim
title	Field capacity of steel pile with corrugated web surface
title_short	Field capacity of steel pile with corrugated web surface
title_full	Field capacity of steel pile with corrugated web surface
title_fullStr	Field capacity of steel pile with corrugated web surface
title_full_unstemmed	Field capacity of steel pile with corrugated web surface
title_sort	field capacity of steel pile with corrugated web surface
publisher	Penerbit UTM
publishDate	2008
url	http://eprints.utm.my/id/eprint/19886/ http://dms.library.utm.my:8080/vital/access/manager/Repository/vital:100637?queryType=vitalDismax&query=Field+capacity+of+steel+pile+with+corrugated+web+surface
_version_	1643647150319468544
score	13.211869

Field capacity of steel pile with corrugated web surface

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