FIELD: construction.
SUBSTANCE: invention relates to construction and can be used for reinforcement of pile foundations of buildings and structures erected in any non-rocky soils to prevent development of additional deformations of soil base with increasing loads on foundations or deterioration of physical and mechanical characteristics of soils. Method of reinforcing pile foundation on weak dispersed soils includes step-by-step injection of hardening solution under pressure into zone of soil mass under piles through injectors, submersed at depth exceeding the depth of piles immersion, wherein injectors are introduced into soil along outline outside grillage and within grillage via through holes formed in its body through holes. Injection of hardening solution is performed on entire depth of compressible soil thickness from below upwards through several injection horizons, number of which, their height position and volume of pumped hardening solution are assigned depending on engineering-geological conditions of site, geometrical parameters of pile foundation and values acting on compressible soil thickness of loads. Injection of hardening solution is carried out in two stages - along contour of pile grillage and under pile foundation.
EFFECT: technical result consists in ensuring the possibility of reinforcing pile foundations by preventing occurrence and development of dangerous deformations of soil base on the entire depth of compressible soil thickness, high bearing capacity.
1 cl, 1 dwg
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Authors
Dates
2020-07-28—Published
2019-06-24—Filed