Abstract
Based on the typical section of the dam and geological survey data, the model for analyzing the stability of the typical section of the dam slope is established. In this paper, the calculation model is used to compute the stability of dam slope in the Fengchan reservoir before and after the reinforcement. The results show that the condition of dam slope stability is better. After the reinforcement, the seepage slope of each partition and seepage discharge decrease significantly and the stability safety factors of dam slope in various engineering conditions increase obviously, which can meet the requirements of specification.
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: DEStech Transactions on Materials Science and Engineering
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.
