Determination of the Multi-branch Pile Limit Bearing Capacity on the B a sis of Vertical Static Loading Test

Abstract:

This article discussed calculation of multi branch pile limit bearing capacity by fitting loading test Q-S curves according to the function Q=Q u(1-Ae -BS ) . Application shows that this method is workable.

Key words:curve fitting,multi branch pile by extrusion,static loading test,a pile limit bearing capacity,