Regulation of additional settlements of dense urban infrastructure objects during execution of deep excavations and raft-pile foundation of high-rise buildings

Abstract

The paper describes the calculation and design steps of deep excavations and foundations of a high-rise building on a territory with a high groundwater level and existing buildings with a physical wear of their bearing structures and foundations located in the zone of mutual influence. The aim is to find a rational solution for the diaphragm wall, pile-raft foundation of the high-rise building in order to protect adjacent objects and consider various factors that determine the nonlinear behavior of subsoil layers and the elements of geotechnical protection. As an example, a project of a high-rise building with a multi-level underground parking located in the central part of Krasnodar is shown. It is designed and calculated considering the staged construction of the pile-raft foundation, non-linear behavior of the subsoil layers, the influence of a variable groundwater level, the risk of technological settlements and liquefaction of the underlying sandy soil layers. Due to the performed researches and by following the construction methods, it became possible to keep the existing buildings and structures safe during the construction period and further operations. The observed methods of construction of the pile-raft foundations and deep excavations in difficult subsoil conditions using the example of the central part of Krasnodar make it possible to recommend the obtained results as a rational solution applicable for similar cases in conditions of a dense urban infrastructure.