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摘要:
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针对洋山深水港区一期港内水域疏浚工程码头桩区疏浚时遇到的问题进行研究,采用吹泥船排水口加装弯头,形成高压水冲力的施工工艺,使得码头桩区边坡最终达到了设计的要求。
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Problems encountered during the dredging operations in the piled areas in Phase I of Yangshan Deep Water Port were studied. As a result, an elbow pipe was installed at the discharge end of the dredger to create a high-pressure jet force to help dredging. With this method, the shore slope in the piled areas for the wharfs in the port was finally dredged to the design requirements.
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作者简介:
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参考文献:
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[1]上海国际航运中心洋山深水港区一期工程航道工程疏浚工程施工图设计说明及施工技术要求[R].上海:上海航道勘察设计研究院,2004.
[2]TJT 319-99,疏浚工程技术规范[S].
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