Field optimization of high rise fawn 9-storey building the numerical boundary element method
The article describes the modern method of determining the bearing capacity of the pile foundation structure of the field of the building using a numerical method and boundary element solutions R. Mindl to move in the half. The calculations take into account the mutual influence of the active zones adjacent piles. In this work the optimization of the pile field building. A comparison between the two options of design decisions made to meet the requirements on the economic costs of basic building materials.