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The Comparison of Bearing Capacity Calculation Obtained based on SPT-N from Seismic Survey against Strength Parameters (c’ and φ) value from Soil Drilling

Soil investigation is a method of obtaining data for a particular area regarding the properties of subsoil which includes fieldworks and laboratory tests. Nowadays, conventional techniques are mostly used for soil investigation but there are a few disadvantages of using it have been discovered. The...

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Bibliographic Details
Main Author: Kamarudin, Mohamad Aiman Syafiq
Format: Final Year Project
Language:English
Published: IRC 2016
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access:http://utpedia.utp.edu.my/17865/1/Final%20Dissertation.pdf
http://utpedia.utp.edu.my/17865/
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spelling my-utp-utpedia.178652018-08-01T09:58:59Z http://utpedia.utp.edu.my/17865/ The Comparison of Bearing Capacity Calculation Obtained based on SPT-N from Seismic Survey against Strength Parameters (c’ and φ) value from Soil Drilling Kamarudin, Mohamad Aiman Syafiq TA Engineering (General). Civil engineering (General) Soil investigation is a method of obtaining data for a particular area regarding the properties of subsoil which includes fieldworks and laboratory tests. Nowadays, conventional techniques are mostly used for soil investigation but there are a few disadvantages of using it have been discovered. The disadvantages of using conventional techniques are costly, time consuming, destructive and limited of equipment mobilization. The scope of study for this research is to determine the bearing capacity calculation obtained based on two different methods which are SPT- N from seismic survey and strength parameters (c’ and φ) from soil drilling. IRC 2016-09 Final Year Project NonPeerReviewed application/pdf en http://utpedia.utp.edu.my/17865/1/Final%20Dissertation.pdf Kamarudin, Mohamad Aiman Syafiq (2016) The Comparison of Bearing Capacity Calculation Obtained based on SPT-N from Seismic Survey against Strength Parameters (c’ and φ) value from Soil Drilling. IRC, Universiti Teknologi PETRONAS.
institution Universiti Teknologi Petronas
building UTP Resource Centre
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Petronas
content_source UTP Electronic and Digitized Intellectual Asset
url_provider http://utpedia.utp.edu.my/
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Kamarudin, Mohamad Aiman Syafiq
The Comparison of Bearing Capacity Calculation Obtained based on SPT-N from Seismic Survey against Strength Parameters (c’ and φ) value from Soil Drilling
description Soil investigation is a method of obtaining data for a particular area regarding the properties of subsoil which includes fieldworks and laboratory tests. Nowadays, conventional techniques are mostly used for soil investigation but there are a few disadvantages of using it have been discovered. The disadvantages of using conventional techniques are costly, time consuming, destructive and limited of equipment mobilization. The scope of study for this research is to determine the bearing capacity calculation obtained based on two different methods which are SPT- N from seismic survey and strength parameters (c’ and φ) from soil drilling.
format Final Year Project
author Kamarudin, Mohamad Aiman Syafiq
author_facet Kamarudin, Mohamad Aiman Syafiq
author_sort Kamarudin, Mohamad Aiman Syafiq
title The Comparison of Bearing Capacity Calculation Obtained based on SPT-N from Seismic Survey against Strength Parameters (c’ and φ) value from Soil Drilling
title_short The Comparison of Bearing Capacity Calculation Obtained based on SPT-N from Seismic Survey against Strength Parameters (c’ and φ) value from Soil Drilling
title_full The Comparison of Bearing Capacity Calculation Obtained based on SPT-N from Seismic Survey against Strength Parameters (c’ and φ) value from Soil Drilling
title_fullStr The Comparison of Bearing Capacity Calculation Obtained based on SPT-N from Seismic Survey against Strength Parameters (c’ and φ) value from Soil Drilling
title_full_unstemmed The Comparison of Bearing Capacity Calculation Obtained based on SPT-N from Seismic Survey against Strength Parameters (c’ and φ) value from Soil Drilling
title_sort comparison of bearing capacity calculation obtained based on spt-n from seismic survey against strength parameters (c’ and φ) value from soil drilling
publisher IRC
publishDate 2016
url http://utpedia.utp.edu.my/17865/1/Final%20Dissertation.pdf
http://utpedia.utp.edu.my/17865/
_version_ 1739832430500511744
score 13.18916

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