Determination of efforts towards the penetration of injectors of injection pile in clay soils
The engineering method for determination of efforts towards the penetration of injector of injection piles in clay soil is considered in the article. This method is based on the recommendations of SNiP (Construction norms and rules) 2.02.01–83* «Foundation of buildings and constructions», allowing to set the vertical component of the force of foundation limit resistance, laid out not rocky (clay) soils in their stabilized state. The comparison of experimental and theoretical data was carried out. Recommendations for practical application of the proposed method are given.