Questions optimizing the shape of piles of thin retaining walls
Structure inclined piles of thin retaining walls, to ensure optimum performance of retaining structures in seasonally freezing soils, are offered. A study of stress-strain state of the inclined concrete piles of thin sheet piling with concrete face member T-sections, combined with piles longitudinal beam, for two design options are conducted: the first - with a change in the shape of the pile; the second - with the anchoring elements in the construction of the pile. In the first case we consider the form of the pile, ensure the rational distribution of the material pile along its length in accordance with the effort. In the second case, we analyzed different types of anchoring elements in the pile, the conclusions of the most rational mind.