Abstract
This paper presents verification of the simplified approach for seismic response evaluation of sites improved by deep mixing proposed in the companion paper. The results from centrifuge tests that measured the pore water pressure responses of many deep mixing treatment configurations and a field case have been used to verify the applicability of the proposed simplified approach. A menudriven, windows-based software package was developed to incorporate the steps in the proposed approach and allow practising engineers to consider many design scenarios involving various deep mixing configurations, site and excitation conditions for optimum design.
Sign-in/Register to access full text options 
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 callMore From: Proceedings of the Institution of Civil Engineers - Ground Improvement
Disclaimer: 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.
