FIELD: construction, in particular, underground constructions of the relieving wall type or enclosed structures symmetrical in plan, possessing considerable stiffness and mass of the overground part, being a direct continuation of inclined walls of the overground shaft. SUBSTANCE: the method consists in formation of a longitudinal row of inclined piles, the inclined piles are formed by making of vertical openings for piles, installation of a longitudinal row of piles in them, making of additional holes opposite each pile on the side of the required inclination, decreasing in depth with subsequent squeezing-out across of each pile in the level of its head towards the additional piles. EFFECT: simplified procedure of formation of inclined wall in the ground of precast piles by the available equipment. 2 dwg
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Authors
Dates
2000-07-10—Published
1997-09-01—Filed