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By: Raju Ramrao Kulkarni.
Abstract
The stability of high-rise buildings is fundamentally influenced by the interaction between their
foundations and the underlying soil. This study provides a comprehensive analysis of soil-structure
interaction (SSI) with a particular emphasis on settlement behavior, load distribution, and seismic
resilience. By utilizing finite element modeling (FEM) and advanced soil mechanics principles, the
research evaluates various foundation systems, including deep pile foundations, mat foundations, and
hybrid configurations, to determine their effectiveness in diverse geotechnical conditions. The study
explores the effects of soil properties, foundation stiffness, and dynamic forces on settlement patterns
and overall structural stability. A comparative analysis assesses the efficiency of different foundation
systems in mitigating differential settlement and optimizing load transfer. Additionally, the research
investigates seismic influences, including soil liquefaction, on foundation performance in earthquake
prone regions. Beyond computational modeling, the study highlights advancements in real-time
geotechnical monitoring through sensor-based technologies and AI-driven predictive analysis. These
innovations enable proactive assessment of foundation behavior and early identification of potential
risks. Furthermore, sustainable foundation materials, such as geopolymer concrete and recycled
aggregates are examined for their potential in enhancing structural integrity while minimizing
environmental impact. The findings contribute to optimizing foundation design, enhancing stability,
mitigating settlement risks, and improving resilience against seismic forces. By integrating advanced
modeling, real-time monitoring, and sustainable engineering practices, this research supports the
development of more efficient and eco-friendly foundation solutions for high-rise construction.
Citation:
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