Frighty piles. Frighty piles clogged in soil with a relatively homogeneous consistency along their length, require determination of friction on the lateral surface and consequences of soil consolidation of both the surrounding bore of the piles and below the ends of the pile. The distribution of pressure in the soil can change widely depending on how the load is transmitted by a single pile or a group of piles, as well as depending on the shape of the structure and the ratio between its width and the length of the pile. Characterize various cases of soil. If I go to each pile in the bush to transfer the same load as on a separate (single) pile, then the “bulbs” of the stresses will be blocked, and this will lead to more intense stresses in the plane of AA. Each of the three piles carries the same load, and the average pile will give a sediment more than a single pile, with the same load. But if a hard foundation rested on these piles, then a large load would be transferred to extreme piles. Swaris of friction can be used in case of powerful ones, compare homogeneous soil layers in order to remove the maximum voltage zone into deeper layers, where to expect less precipitation. Sediment with uniform loading of coherent soils increases directly proportional to the width of the rectangular and the diameter of the round foundation. In sandy soils, sediment at this pressure almost does not depend on the size of the loaded area. The sediment also depends on the ratio of the depth of the foundation to the diameter of the loaded area, and, therefore, to obtain the same precipitate of various foundations, it is necessary that the ratio of depth to the diameter be the same.
