Analysis on influence of consolidation and settlement of deep silt soil on existing pipeline – take the project of the fourth water supply pipeline to Macao as an example

Jian Song, Xuguang Zhao, Jin Xu, Zheng Shang, Dian Liu, Haijie Pan
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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.
深淤泥土固结沉降对既有管道的影响分析——以澳门输水第四管道工程为例
摘要在深淤泥中,随着时间的推移,浅层土体中的水分和水压都会耗散,导致土体结构产生较大的变形。在对珠海市新建管道进行分析的基础上,采用理论分析和仿真相结合的方法计算了原有管道在淤泥中的后沉降量。得出该供水管道经过400天的泥沙固结后位移变形仍处于安全控制状态,并提出了一些优化方法,以保证管道的安全和功能,为后续的维护和施工提供指导依据。具有一定的实用价值。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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