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潍坊港3.5万t级航道可挖性试验技术研究

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通过潍坊港航道原状土样室内土工试验与原位测试相结合的技术方法,对潍坊港3.5 万t级航道沿线沉积物特性进行研究.综合分析室内试验与原位测试结果,得到了海床土物理力学性能,并提出了航道疏浚可挖性评估图表.研究结果表明:口门外疏浚难度较困难,航道近端可挖性较好,远端可挖性尚可,近40%航道疏浚困难和较难.研究得到的疏浚难易程度的结果,对指导挖泥船种类的选择、施工区域的确定及船只调配,挖泥施工方案的制定和调整,以及工期控制和成本测算等方面起到指导作用.
Research on dugability test technology of 35 000 ton channel in Weifang Port
This paper studies the sediment characteristics along a 35 000 ton waterway in a certain area through a combination of indoor geotechnical tests and in-situ testing of undisturbed soil samples from Weifang Port.By comprehensively analyzing the results of indoor tests and in-situ testing,the physical and mechanical properties of seabed soil were obtained,and a chart for evaluating the dredgeability of waterway dredging was proposed.The research results indicate that dredging outside the entrance is difficult,with good excavatability at the near end of the waterway and acceptable excavatability at the far end.Nearly 40%of the waterway dredging is difficult and challenging.The results of the research on the difficulty level of dredging play a guiding role in the selection of dredger types,determination of construction areas and vessel allocation,formulation and adjustment of construction plans for dredgers,as well as project schedule control and cost estimation.

channeldiggabilitytestdredging

纪立强、翟金金

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中交烟台环保疏浚有限公司,烟台 264000

海陆建设(青岛)有限公司,青岛 266100

江苏科技大学船舶与海洋工程学院,镇江 212100

航道 可挖性 试验 疏浚

江苏省自然科学基金

BK20190970

2024

水道港口
交通部天津水运工程科学研究所

水道港口

CSTPCD
影响因子:0.348
ISSN:1005-8443
年,卷(期):2024.45(1)
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