The Analysis About The Bearing Capacity Of A Single Pile Under Vertical Loading

This paper derives the fundamental equation of differential callus of the load transmission in the system of pile and soil when a single pile is vertically loaded; moreover it answers some typical cases of destruction. Some theories of the bearing capacity of a single pile under vertical loading and some ways of making certain of it are generalized and summarized. Concerning a practical engineering, they are specif ically utilized. The results reached are compared and discussed. The ways and means that are presented by Schmertmann and the Steel Pipe Society of Japan of making certain of the bearing capacity of a single pile through the knocks of SPT are verified. Finally some views and suggestions of authors are arrived at.