FOR DETERMINATION OF BEARING CAPACITY OF INCLINED BURO- INJECTION PILE

Abstract

Calculating piles for the combined action of vertical and horizontal loads is a relatively difficult task, which is due to a large number of parameters that affect the operation of piles, including the angle of the pile to the vertical and the conditions of its clamping in the grid (rigid clamping or free support). Theoretical questions of determination of bearing capacity of inclined borehole injection piles at strengthening of the bases of shallow laying are considered. The analytical dependence on calculation of bearing capacity, on soil properties, an inclined borehole injection pile which allows to consider features of its work at strengthening of the bases of existing buildings and constructions is offered.