Bearing capacity of interbedded weak sedimentary rock / Kamaruzzaman Mohamed

Strength and behavior of shallow foundation on rock have been based on uniaxial compressive strength of intact rock sample in which is formulated as the bearing capacity of rock mass. Literature studies showed that the empirical correlations of bearing capacity of the rock mass were developed from a...

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Main Author:	Mohamed, Kamaruzzaman
Format:	Thesis
Language:	English
Published:	2010
Subjects:	Materials of engineering and construction
Online Access:	https://ir.uitm.edu.my/id/eprint/4873/1/TP_KAMARUZZAMAN%20MOHAMED%20EC%2010_5%201.pdf
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id	my-uitm-ir.4873
record_format	uketd_dc
spelling	my-uitm-ir.48732016-11-21T16:10:15Z Bearing capacity of interbedded weak sedimentary rock / Kamaruzzaman Mohamed 2010 Mohamed, Kamaruzzaman Materials of engineering and construction Engineering geology. Rock mechanics. Soil mechanics. Strength and behavior of shallow foundation on rock have been based on uniaxial compressive strength of intact rock sample in which is formulated as the bearing capacity of rock mass. Literature studies showed that the empirical correlations of bearing capacity of the rock mass were developed from a single type and isotropic rock. This research work is to assess and determine the bearing capacity and behavior of shallow footing on anisotropic and heterogeneous rock mass such as interbedded Kenny Hill formation, its established state as sedimentar y weak rock, its constitutions of weathered sandstone and shale. 2010 Thesis https://ir.uitm.edu.my/id/eprint/4873/ https://ir.uitm.edu.my/id/eprint/4873/1/TP_KAMARUZZAMAN%20MOHAMED%20EC%2010_5%201.pdf text en public phd doctoral Universiti Teknologi MARA Faculty of Civil Engineering
institution	Universiti Teknologi MARA
collection	UiTM Institutional Repository
language	English
topic	Materials of engineering and construction Materials of engineering and construction
spellingShingle	Materials of engineering and construction Materials of engineering and construction Mohamed, Kamaruzzaman Bearing capacity of interbedded weak sedimentary rock / Kamaruzzaman Mohamed
description	Strength and behavior of shallow foundation on rock have been based on uniaxial compressive strength of intact rock sample in which is formulated as the bearing capacity of rock mass. Literature studies showed that the empirical correlations of bearing capacity of the rock mass were developed from a single type and isotropic rock. This research work is to assess and determine the bearing capacity and behavior of shallow footing on anisotropic and heterogeneous rock mass such as interbedded Kenny Hill formation, its established state as sedimentar y weak rock, its constitutions of weathered sandstone and shale.
format	Thesis
qualification_name	Doctor of Philosophy (PhD.)
qualification_level	Doctorate
author	Mohamed, Kamaruzzaman
author_facet	Mohamed, Kamaruzzaman
author_sort	Mohamed, Kamaruzzaman
title	Bearing capacity of interbedded weak sedimentary rock / Kamaruzzaman Mohamed
title_short	Bearing capacity of interbedded weak sedimentary rock / Kamaruzzaman Mohamed
title_full	Bearing capacity of interbedded weak sedimentary rock / Kamaruzzaman Mohamed
title_fullStr	Bearing capacity of interbedded weak sedimentary rock / Kamaruzzaman Mohamed
title_full_unstemmed	Bearing capacity of interbedded weak sedimentary rock / Kamaruzzaman Mohamed
title_sort	bearing capacity of interbedded weak sedimentary rock / kamaruzzaman mohamed
granting_institution	Universiti Teknologi MARA
granting_department	Faculty of Civil Engineering
publishDate	2010
url	https://ir.uitm.edu.my/id/eprint/4873/1/TP_KAMARUZZAMAN%20MOHAMED%20EC%2010_5%201.pdf
_version_	1783733114051231744

Bearing capacity of interbedded weak sedimentary rock / Kamaruzzaman Mohamed

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