Bearing capacity of interbedded weak sedimentary rock / Kamaruzzaman Mohamed

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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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Bibliographic Details
Main Author:	Mohamed, Kamaruzzaman
Format:	Thesis
Language:	English
Published:	2010
Subjects:	Materials of engineering and construction Engineering geology. Rock mechanics. Soil mechanics.
Online Access:	https://ir.uitm.edu.my/id/eprint/4873/

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