Abstract
This paper presents a new approach for the optimization analysis of ash dam slope stability calculation by using lattice method. A further study for the optimization design of ash dam cross section using exhaustion method is also provided. The numerical result analysis indicates that using combined optimization method of lattice and exhaustion to design ash dam cross section can achieve more stable result and decrease the time consuming of calculation, which improve the performance dramatically.
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.
