Abstract

Abstract As time goes by in deep silt, the water in the shallow layers of the soil and the water pressure will both dissipate, causing greater deformation of the soil structure. Based on the analysis of the new pipeline in Zhuhai, the post-settlement of the existing pipeline in the silt is calculated by theoretical analysis and simulation. It is concluded that the displacement deformation of the water supply pipeline after 400 days of sediment consolidation is still in safety control and puts forward some optimization methods to ensure the safety and function of the pipeline and provide the guidance basis for the follow-up maintenance and construction. It has a certain practical value.

Full Text
Paper version not known

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 call

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.