Abstract
This paper investigates the effectiveness of stone columns as remedial measures against lateral spreading in a 3×3 flexible pile group by conducting 1-g large scale shake table tests. In order to evaluate the performance of employed stone columns, comparisons were made between profiles of bending moments in individual piles of the groups obtained for two different cases, i.e. using stone columns as mitigation measures and without using any mitigation measure. The results show that stone columns can effectively reduce the bending moments in piles due to lateral spreading up to a particular level of earthquake magnitude.
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 callDisclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
