Scientific journal
Scientific Review. Technical science
ISSN 2500-0799
ПИ №ФС77-57440

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CALCULATION RESEARCH DISPLACEMENT PLATE FOUNDATION ON GROUND AND REINFORCED PILES BASIS

Esipov A.V. 1 Demin V.A. 1 Efimov A.A. 1
1 Tyumen State University of Architecture and Civil Engineering
Actual problem construction effective foundations inseparably linked to the increase in the specific loads on the foundation soil, which leads to the need to strengthen it with the help of piles. The paper presents numerical researches precipitate slab foundation in natural and pile basis. Reinforced piles base is available in three versions with different number and location of piles. Calculations were made on models linearly deformable solids and the Mohr-Coulomb model in specialized geotechnical program Plaxis 3D Foundation. As a result of this work were received graphs displacement within the contact pressure, corresponding calculated resistance of the soil. The authors conclusions are made about the need perform calculations concurrently by two models subgrade and choose the most effective way to strengthen the soil foundation piles.