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Numerical Study on Rubber Sand Mixture as Geotechnical Seismic Base Isolation System

  • 2026
  • OriginalPaper
  • Chapter
Published in:
Authors
S. L. Divyasree
K. M. Jithin
Renjitha Varghese
Published in
Proceedings of International Conference on Advances in Materials, Modeling, and Analysis for Sustainable and Resilient Infrastructure Volume 2
Publisher
Springer Nature Singapore

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Abstract

This numerical study delves into the potential of rubber sand mixtures (RSM) reinforced with geogrids to enhance seismic base isolation for medium-rise buildings. The research focuses on the impact of varying RSM layer thickness and geogrid embedment depth on reducing seismic vibrations and settlements. Key findings include a 21-35% reduction in peak footing and roof accelerations with a 0.06 B_f thick RSM layer, and further improvements with geogrid reinforcement at a depth of 0.03 B_f. The study also explores the economic feasibility and practical application of the proposed method, making it a valuable resource for professionals seeking innovative solutions in seismic base isolation.
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previous chapter Ramaipur Reimagined: Unveiling Challenges and Empowering Community Through Participatory Rural Appraisal and Human-Centered Resilience
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Title
Numerical Study on Rubber Sand Mixture as Geotechnical Seismic Base Isolation System
Authors
S. L. Divyasree
K. M. Jithin
Renjitha Varghese
Copyright Year
2026
Publisher
Springer Nature Singapore
Book
Proceedings of International Conference on Advances in Materials, Modeling, and Analysis for Sustainable and Resilient Infrastructure Volume 2

Print ISBN: 978-981-9502-40-0

Electronic ISBN: 978-981-9502-41-7

Copyright Year: 2026

DOI
https://doi.org/10.1007/978-981-95-0241-7_7
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