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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

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.

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Abstract

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.

Item Type: Final Year Project
Academic Subject : Academic Department - Civil Engineering - Structures, materials and construction
Subject: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Engineering > Civil
Depositing User: Ahmad Suhairi Mohamed Lazim
Date Deposited: 01 Aug 2018 09:58
Last Modified: 01 Aug 2018 09:58
URI: http://utpedia.utp.edu.my/id/eprint/17865

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