Canadian foundation engineering manual download free

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In our study, the geomechanical and physical analyses included point load strength (Is), uniaxial compressive strength (UCS), Schmidt hummer, dry density, porosity, permeability tests, (TCR), (SCR) and (RQD).

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The point load strength values are between 2.40 and 6.90 (Mpa).

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Citation: El-Aal AK Abd (2015) Geomechanical Aspects and Suitability of the Limestone (Sulaiy Limestone Formation) for Foundation Bedrock, Sulaiy Region, Saudi Arabia. doi:10.4172/2381-8719.1000230Copyrht: © 2015 El-Aal AK Abd, et al.

January 21, 2013 ERRATA CANADIAN FOUNDATION.

This is an open-access article distributed under the terms of the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the orinal author and source are credited.


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