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Seismic Bearing Capacity Analysis of Skirted Footing on Cohesive-Frictional Soil Slopes

  • 2025
  • OriginalPaper
  • Chapter
Published in:
Authors
Neelagiri Vallaba Datta
Sunil Khuntia
Published in
Proceedings of GeoMandu 2024 Volume 3
Publisher
Springer Nature Singapore

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Abstract

This chapter delves into the seismic bearing capacity of skirted strip footings on cohesive-frictional soil slopes, focusing on key parameters such as edge distance, cohesion, and slope angle. Through finite element limit analysis, the study examines how these factors influence the stability of footings under seismic conditions. The results highlight the significant impact of cohesion and internal friction angle on bearing capacity, with detailed charts and tables illustrating variations in seismic bearing capacity factors. The analysis also explores the effects of seismic forces, showing how increased cohesion and internal friction can stabilize slopes even under critical conditions. This comprehensive study provides valuable insights into the behavior of skirted strip footings, offering practical implications for geotechnical engineering and construction practices.
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previous chapter Tunnelling for Metro Rail in the Ground Conditions of the Kathmandu Valley-Patan Line (Bhrikutimandap to Satdobato Section)
next chapter Integration of Adaptive Design, Construction and Instrumentation for Underground Structure: A Case Study of Surge Tank of Tanahu Hydropower Project, Nepal
Title
Seismic Bearing Capacity Analysis of Skirted Footing on Cohesive-Frictional Soil Slopes
Authors
Neelagiri Vallaba Datta
Sunil Khuntia
Copyright Year
2025
Publisher
Springer Nature Singapore
Book
Proceedings of GeoMandu 2024 Volume 3

Print ISBN: 978-981-9685-31-8

Electronic ISBN: 978-981-9685-32-5

Copyright Year: 2025

DOI
https://doi.org/10.1007/978-981-96-8532-5_17
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