Abstract

Seismic and non-seismic analysis of any engineering project always gives different results. A soil slope is analysed in this research and both seismic and non-seismic analysis is performed to know about the difference in the factor of safety values. Correlations are developed between both these cases. These correlations are applicable for homogenous slopes only.

Full Text
Published version (Free)

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call