Abstract
The first part of this paper, part 1 dealed with the passive-earth-pressure of vertical and batter piles considered the friction between pile surface and soil. The after parts of this paper deal with an analysis method for the ultimate lateral of piles considered above mensioned the passive-earth-pressure and consist of the following 3 parts : Part 2 (this part) : An analysis method for the ultimate lateral resistance of short restrained piles. Part 3 : An analysis method for the ultimate lateral resistance of short free headed piles and in termediate long restrained piles. Part 4 : An analysis method for the ultimate lateral resistance of free and restrained long piles and arbitrary length of piles.
