节点文献

定向滑移爆炸挤淤处理悬浮式防波堤地基施工技术

Directional slip blasting compaction treatment for foundation of suspended breakwater

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 王国新沙友德

【Author】 WANG Guo-Xing,SHA You-de(Civil Engineering Ltd.,Co.of the Second Bureau of Construction and Engineering of China,Beijing 101101,China)

【机构】 中建二局土木工程有限公司

【摘要】 在海域深厚层淤泥(>28 m)条件下,对定向滑移爆炸挤淤悬浮式防波堤施工技术,从堤头抛石加载、爆炸挤淤爆破参数选择、循环进尺控制、两侧爆夯等方面进行阐述。在施工过程中采用"体积平衡法,沉降观测,钻孔勘探"等检测手段进行监控,保证爆炸挤淤悬浮式防波堤地基质量,工期短、费用低、沉降小,值得在类似工程中推广应用。

【Abstract】 This paper discusses the construction technology of directional slip blasting compaction treatment for the foundation of suspended breakwater from the riprap loading of dike head,parameter selection of blasting compaction,circulation measurement control,as well as tamping compaction of both sides,which is under deep and thick silt(> 28 m) conditions of sea area.Monitoring through volume equilibrium method,settlement observation,and drilling exploration,the blasting compaction quality is guaranteed,and the engineering is characterized by short construction period,low cost and small settlement.Thus the technology is worthy of popularizing in similar engineering.

  • 【文献出处】 水运工程 ,Port & Waterway Engineering , 编辑部邮箱 ,2013年05期
  • 【分类号】U656.2;U655.52
  • 【被引频次】1
  • 【下载频次】64
节点文献中: 

本文链接的文献网络图示:

本文的引文网络