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Pile design with variation correlation of SPT-N value

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Main Author: Mohd Hafizam, Hussin
Other Authors: Md Hadli Bin Abu Hassan
Format: Learning Object
Language:English
Published: Universiti Malaysia Perlis (UniMAP) 2013
Subjects:
Pile design
Soil
Correlation
Foundation
Standard Penetration Test (SPT) - N
Online Access:http://dspace.unimap.edu.my/xmlui/handle/123456789/24072
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spelling my.unimap-240722013-03-18T07:51:41Z Pile design with variation correlation of SPT-N value Mohd Hafizam, Hussin Md Hadli Bin Abu Hassan Pile design Soil Correlation Foundation Standard Penetration Test (SPT) - N Access is limited to UniMAP community. Since the early of pile static formula suggested by Terzaghi (1943) up until now, several pile design methods is being proposed. This study is conducted based on driven Spun Pile and Reinforced Concrete Pile constructed in Malaysia in sand and cohesive soils. This is to determine the various correlation of undrained shear strength (Cu) and soil friction angle (Ø) as a measureable factor based on number of SPT-N value., with the End-bearing capacity and Skin Resistance capacity respectively value with static analysis. The Meyerhof method were choose for this case study to estimate and calculate ultimate pile capacity. There are 3 correlation of undrained shear strength (Cu) and 3 correlation of soil friction angle (Ø) which is act as the main content for this research. Only one type of pile one size of is use in this study to limit the research which is more focus on various correlation of soil parameter. For undrained shear strength (Cu) this study use a derivation from British Standard table (BS 5930), (Cu = 6N) and a derivation from (Hara et al. 1971). It is also used soil friction angle (Ø) which is obtained from table (Bowels, 1997), table (Meyerhof, 1976) and equation from (Shioi and Fukui, 1982). All the calculation on pile design is being done in excel spreadsheet. From this study, it can be conclude that to use a parameter of undrained shear strength (Cu) introduced from (Hara et al. 1971) and use parameter of soil friction angle (Ø) derived from (Shioi and Fukui 1982). 2013-03-18T07:51:41Z 2013-03-18T07:51:41Z 2012-05 Learning Object http://hdl.handle.net/123456789/24072 en Universiti Malaysia Perlis (UniMAP) School of Environmental Engineering
institution Universiti Malaysia Perlis
building UniMAP Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Perlis
content_source UniMAP Library Digital Repository
url_provider http://dspace.unimap.edu.my/
language English
topic Pile design
Soil
Correlation
Foundation
Standard Penetration Test (SPT) - N
spellingShingle Pile design
Soil
Correlation
Foundation
Standard Penetration Test (SPT) - N
Mohd Hafizam, Hussin
Pile design with variation correlation of SPT-N value
description Access is limited to UniMAP community.
author2 Md Hadli Bin Abu Hassan
author_facet Md Hadli Bin Abu Hassan
Mohd Hafizam, Hussin
format Learning Object
author Mohd Hafizam, Hussin
author_sort Mohd Hafizam, Hussin
title Pile design with variation correlation of SPT-N value
title_short Pile design with variation correlation of SPT-N value
title_full Pile design with variation correlation of SPT-N value
title_fullStr Pile design with variation correlation of SPT-N value
title_full_unstemmed Pile design with variation correlation of SPT-N value
title_sort pile design with variation correlation of spt-n value
publisher Universiti Malaysia Perlis (UniMAP)
publishDate 2013
url http://dspace.unimap.edu.my/xmlui/handle/123456789/24072
_version_ 1643794170470465536
score 13.214268

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