Bearing capacity of interbedded weak sedimentary rock / Kamaruzzaman Mohamed

Mohamed, Kamaruzzaman (2010) Bearing capacity of interbedded weak sedimentary rock / Kamaruzzaman Mohamed. PhD thesis, Universiti Teknologi MARA.

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Abstract

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.

Item Type: Thesis (PhD)
Creators:
CreatorsEmail
Mohamed, KamaruzzamanUNSPECIFIED
Subjects: T Technology > TA Engineering. Civil engineering > Materials of engineering and construction
T Technology > TA Engineering. Civil engineering > Engineering geology. Rock mechanics. Soil mechanics.
Divisions: Faculty of Civil Engineering
Item ID: 4873
Uncontrolled Keywords: Bearing capacity, rock mass, composite rock, foundation
Last Modified: 21 Nov 2016 16:10
Depositing User: Staf Pendigitalan 1
URI: http://ir.uitm.edu.my/id/eprint/4873

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