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张玉成, 杨光华, 胡海英, 刘鹏, 钟志辉. 软土深基坑围堰及基础施工对既有下穿管线的影响及 保护措施研究[J]. 岩土工程学报, 2012, 34(suppl): 364-370.
引用本文: 张玉成, 杨光华, 胡海英, 刘鹏, 钟志辉. 软土深基坑围堰及基础施工对既有下穿管线的影响及 保护措施研究[J]. 岩土工程学报, 2012, 34(suppl): 364-370.
ZHANG Yu-cheng, YANG Guang-hua, HU Hai-ying, LIU Peng, ZHONG Zhi-hui. Effect of construction of deep excavation cofferdams and foundationin soft soils on underneath pipelines and protective measures[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 364-370.
Citation: ZHANG Yu-cheng, YANG Guang-hua, HU Hai-ying, LIU Peng, ZHONG Zhi-hui. Effect of construction of deep excavation cofferdams and foundationin soft soils on underneath pipelines and protective measures[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 364-370.

软土深基坑围堰及基础施工对既有下穿管线的影响及 保护措施研究

Effect of construction of deep excavation cofferdams and foundationin soft soils on underneath pipelines and protective measures

  • 摘要: 以软土地基管线上基坑围堰和泵站基础施工为工程背景,研究了软土地基深基坑围堰及基础施工对既有下穿管线的影响及保护措施,管线就在围堰下面和泵站基础底板内,基坑围堰及基础施工对管线的影响成为该工程的关键之一。为此,从管线安全控制标准、建立数值模型分析了开挖围堰施工及加固对管线的影响,结果表明,围堰施工对管线具有显著的垂直方向加载作用,不可避免地引起管线顶部土体发生变位,带动土体中的管线产生位移,同时管线的应力状态也有所改变,但是采用合理的加固措施,施工期间管线的安全能够得到保证。本文成果可为优化设计和施工提供了有益的参考,为类似工程提供借鉴。

     

    Abstract: Based on the construction of excavation cofferdams and pumping station foundation underneath pipelines in soft soils, the effect of the construction of excavation cofferdams and foundation on the pipelines and their protective measures are studied. The effect of the construction of the cofferdams and foundation on the pipelines is the key consideration because they are under the cofferdams and in the floor of the pumping station foundation. Therefore, based on the safety control standards, numerical models are establised to analyze the effect of the construction on them. The results show that the cofferdam construction has considerable vertical loading impact on the pipelines, inevitably creating the deformation of the upper soil and causing the displacement of pipelines in soils. At the same time, the stress state changes as well. However, using the appropriate reinforcement measures, the safety of the pipelines can be guaranteed during the construction. The present results can be used to optimize the design and construction and provide reference for other similar projects.

     

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