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Keywords: circular pile
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Proceedings Papers

Paper presented at the Drilling and Rock Mechanics Symposium, January 23–24, 1963
Paper Number: SPE-497-MS
..., circular piles as a function of their masses and impact velocities. Experimental results show that, within the range of velocities explored [40 to 500 ft/sec], three types of resisting forces are predominant during penetration. These forces are: crushing, drag and frictional. A model of penetration...

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