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广西钦州港二期码头抛石基床的水下爆夯

Strengthening foundation by underwater explosive ramming for second phase dock of Qingzhou Harbor in Guangxi Region

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【作者】 李俊如高建光贺涛曾平喜李海波

【Author】 LI Jun-ru1, GAO Jian-guang1, HE Tao2, ZENG Ping-xi2, LI Hai-bo2 ( 1. Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; 2. The Second Navigational Bureau of China Harbor Group, Wuhu 241000, China )

【机构】 中国科学院武汉岩土力学研究所中港集团第二航务局中国科学院武汉岩土力学研究所 湖北武汉430071湖北武汉430071安徽芜湖241000湖北武汉430071

【摘要】 爆夯是一种利用炸药爆炸法夯实基础的新技术,近年来被广泛地应用于码头建设。笔者介绍了广西钦州港二期码头抛石基床的爆夯设计和实施。结果表明,基床爆夯达到了预期效果,水下爆夯的平均沉降率为12.7%。同时,爆夯过程中,一期码头的振动值小于安全阈值,保证了一期码头的安全,为类似工程提供了借鉴。

【Abstract】 Underwater explosive ramming is a widely used method to strengthen foundations for docks. The design and implementation of underwater explosive ramming for the second phase dock of Qingzhou Harbor in Guangxi Region, are introduced. It is indicated that the average subsidence of the dock is about 12.7%; and the strengthening effect is quite good. It is also reported that the vibration induced from the explosive ramming for the first phase dock is less than the threshold value, which ensure the safety of the first phase dock. The work presented can be a good reference for similar engineerings.

【关键词】 水下爆夯抛石基床沉降
【Key words】 underwater explosive ramrock docksubsidence
  • 【文献出处】 岩土力学 ,Rock and Soil Mechanics , 编辑部邮箱 ,2003年06期
  • 【分类号】U655
  • 【被引频次】6
  • 【下载频次】153
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