Analysis of Soil Stability and Foundation Bearing Capacity in Infrastructure Development in Earthquake-Prone Areas
DOI:
https://doi.org/10.65310/rsxqfa42Keywords:
Soil Stability, Earthquake-Resistant Infrastructure, Geotechnical Analysis, Seismic Zone, Deep FoundationsAbstract
Indonesia, as an archipelagic country located at the meeting point of three major tectonic plates, faces enormous challenges in developing infrastructure in earthquake-prone areas. This study analyzes soil stability and foundation bearing capacity as crucial factors in planning earthquake-resistant infrastructure development. The study was conducted using a quantitative approach with secondary data analysis from various infrastructure projects in earthquake-prone areas in Indonesia. The parameters analyzed include soil characteristics, bearing capacity, safety factors, and soil response to seismic loads. The results of the study show that a comprehensive understanding of soil mechanics, the application of appropriate analysis methods, and the selection of suitable foundation types are critical to the success of infrastructure development in earthquake-prone areas. Stability analysis shows that deep foundations such as piles and bored piles are more effective at withstanding earthquake loads than shallow foundations on soft soil. This study recommends the use of soil improvement technology and hybrid foundation systems to increase soil bearing capacity in high seismic zones. These findings make an important contribution to civil engineering practitioners in planning safe and sustainable infrastructure in disaster-prone areas
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Copyright (c) 2025 Buyung Mantap, M. Wisridani P., Parwito (Author)
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