Evaluation of deformation parameters of foundations using the method of soil stamp testing in industrial construction conditions

Abstract

This study examines the ranges of deformation modulus for various soil types using stamp testing. Particular attention is paid to the advantages of the stamp testing approach, including maintaining structural integrity, minimizing its impact on existing structures and the use of strong, durable materials. The article discusses various stamp soil testing methods considering the geographical and engineering characteristics of the site. Examples of successful applications in industrial structures are presented, confirming the practical significance of the proposed methods. The study also highlights the significance of advanced engineering solutions for reducing soil deformation. An emphasis focus is on the analysis of soil layers and groundwater levels. Field results demonstrate a significant reduction in soil deformation, thereby increasing both the stability and service life of industrial buildings and structures. Overall, the study results confirm that geotechnical testing is a promising component of modern industrial design, necessitating an interdisciplinary approach that considers engineering, geological, and economic factors.