Automated construction process for foundation engineering

The purpose of this manuscript is to outline a scientific task aimed at improving the technological and organizational methods for pressing piles into the ground. The study proposes the development of conceptual piling equipment and construction methods for various structural and technological solutions for pile fields, especially under complicated conditions. The efficiency indicators are confirmed experimentally on real sites. The ratio of the specific weight of the load moved by a service crane to the total number of project piles and the number of modules used, as well as the organizational and technological schemes for their use, are determined. Additionally, mathematical models are used to estimate the efficiency of various methods and options of pile work. A three-stage algorithm is proposed for the variant design of complex technological processes. Overall, this manuscript presents a comprehensive approach to solving the task of automating the construction of pile foundations, providing valuable insights for engineers and researchers in the field.