Abstract
This chapter reports and compares measured results of two centrifuge tests (as described in Chap. 6) and back-analysed results of the centrifuge tests by three-dimensional coupled-consolidation analyses (as described in Chap. 7). The physical and numerical investigation aim at studying (a) the initiation and failure mechanism of base instability due to hydraulic uplift ; (b) base stabilisation effect of ‘anti-uplift piles’ installed inside excavation . Moreover, numerical parametric study was carried out to investigate effect of embedment depth of ‘anti-uplift piles’ on effectiveness of base stabilisation.
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.
