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Autor:
Maevska, Irina, Blashchuk, Natalya
Publikováno v:
Bases and Foundations; № 38 (2019): Bases and Foudations; 53-64
Основи та Фундаменти / Bases and Foundations; № 38 (2019): Основи та фундаменти; 53-64
Основи та Фундаменти / Bases and Foundations; № 38 (2019): Основи та фундаменти; 53-64
The influence of the coefficient of porosity of sandy and clay soils on the bearing capacity of drill piles was analyzed. At the time of solving the problem, the results of static tests of drilling and injection piles carried out at the Research Inst