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The article is devoted to the application of innovative trends in residential development using large-panel elements. The use of the proposed methods and technology for testing piles will allow detecting possible critical defects at the early stages of construction and ensuring the structural safety of the future building. The technology of testing the integrity of the pile using the ultrasonic method is described. A critical review of the methods of pile Foundation construction (pressing into the ground, driving, sinking the pile into the pipe, vibration driving) is presented. The factors that influence the choice of the Foundation type (location and type of construction, the size and distribution of loads, soil conditions, access to construction equipment, durability requirements, the impact of installation on adjacent foundations, relative costs, local construction practices), the advantages and disadvantages of slab, pile, and pile-slab Foundation structures are considered. The characteristics that affect the design of foundations are analyzed. The content of the article is based on the platform of the theoretical basis for designing structures of pile foundations of high-rise buildings and is predetermined by the subsequent synthesis of innovative solutions in the construction of pile foundations on objects of unfinished construction. The relevance of this study is determined by the increasing requirements for the structural safety of buildings and structures, the need to use modern construction technologies and tests of pile Foundation in determining the possibility of resuming work on the object of unfinished construction. The article is devoted to the analysis of problems of ensuring the structural safety of pile foundations of high-rise buildings at the design and construction stages. This study should facilitate safe and efficient delivery of high-rise modular buildings by contributing an intelligent algorithm and a virtual simulation platform. The platform was demonstrated to be effective and informative in simulating various crane lifts. The results reveal that the proposed algorithm that combines particle swarm optimization and simulated annealing is efficient in deriving a collision-free path, and outperforms other metaheuristics. The system involves an innovative metaheuristic algorithm for path optimization and a virtual prototyping-based platform for crane-lift simulation, and was validated using a real-life MiC project. Therefore, this study aims to develop an automatic crane-lift path planning system to achieve safe and efficient module installation in high-rise MiC. Few studies on crane-lift path planning considered modular-specific characteristics such as installation of hefty modules. The current crane-lift executions are heavily reliant on human judgment. Heavy crane lifting in high-rise modular integrated construction (MiC) is critical but challenging.