Розрахункове обґрунтування за методом граничних елементів оптимального варіанту пальового поля будівлі

Abstract

In order to optimize the foundation design engineering and construction of residential housing in the Dniester GAES the carrying capacity for MGE pile field of bored piles is calculated. Due to the complex nature of the site (steps), the length of piles varied: 12 m, 8.2 m, 7.9 m. Payment for the MGE showed significant redistribution of effort between the piles in the pile field, which meets the regulatory requirements of MGE. The work of the most loaded piles in each corner terrace duplicated for MGE as a single. The problem is solved in a nonlinear formulation using the dilatancy model, the method of successive elastic solutions of A. A. Iliushyn.