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摘要:
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针对天津港非金属矿石泊位工程发生的滑坡事故,简要介绍了该码头的施工及滑坡情况。分析表明,事故原因是多方面的,基槽挖泥超深超宽是主要原因。提出了码头修复设计方案及施工措施,实践证明是成功的。
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For the landslide accident,which occurred in non-metallic ore berth project in Tianjin Port,this paper introduces the terminal construction and landslide conditions.The causes of the accident are multifaceted;ultra-deep and ultra-wide dredging for foundation trench are main reasons.The design and construction measures for repairing the terminal are proposed and proved to be successful in practice.
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作者简介:
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参考文献:
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[1]陈平,袁孟全.高桩码头位移原因分析及其预防措施[J].中国港湾建设,2006,(6):7-10.
[2]施国道,李秉实.港口工程施工手册[M].北京:人民交通出版社,1994.
[3]莫建兵,吴兴祥,罗秀娜,等.码头沉桩施工期岸坡稳定分析[J].中国港湾建设,2009,(2):17-20.
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