volume 6, issue 2, P213-215 1969
DOI: 10.1139/t69-019
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Abstract: In their paper Matich and Kozicki made a valuable contribution to our limited knowledge of the engineering properties of bedrock necessary for the determination of the bearing capacities and load-deformation characteristics of rock strata for piled foundations. The authors stated in their second paragraph that "There are few examples of published precedent describing the use of drilled caissons which derive their load-carrying capacity by friction along the sides, rather than in end-bearing."It may be of inte…

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