The effect of sheet pile wall on stress-strain state high-rise building foundations

Abstract

The degree of influence of the distance from the sheet-pile wall to the edge of the slab, the depth of the wall into the soil below the bottom of the pit, the contact conditions of the soil massif from the side of the pit with the surface of the fence (soil-concrete), the deformation characteristics of the base and the load on the average settlements and tilts of high-rise buildings on slab foundations were studied.