Abstract
The stability of piles that are supported vertically by a frictional force and laterallyalong their entire length by an elastic Winkler foundation is investigated for the case when thecoefficient of subgrade reaction is either constant or varies linearly with depth and the friction isconstant along the embedded length of the pile. A comparison between frictional and end-bearingmodels is made. Finally, a concise summary of the buckling loads for fully embedded friction pilesis produced.
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