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厦门高崎避风港东护岸爆炸挤淤施工中的几个问题
胡允楚; 王建
Source Publication浙江水利水电专科学校学报
2002-12-25
Volume14Issue:4Pages:55-57
Abstract厦门高崎避风港东护岸采用爆炸挤淤处理软基 ,因爆破震动问题和工期限制 ,存在一次起爆炸药量较小而单炮堤头抛填进尺过大等问题 .施工中通过对施工参数进行合理地调整 ,成功地解决了这些不利因素对施工质量的影响 ,使堤身落底达到设计要求 .
Keyword水路运输 爆炸挤淤 护岸 爆炸参数 抛填参数
Language中文
Document Type期刊论文
Identifierhttp://dspace.imech.ac.cn/handle/311007/42168
Collection力学所知识产出(1956-2008)
Corresponding Author胡允楚
Recommended Citation
GB/T 7714
胡允楚,王建. 厦门高崎避风港东护岸爆炸挤淤施工中的几个问题[J]. 浙江水利水电专科学校学报,2002,14(4):55-57.
APA 胡允楚,&王建.(2002).厦门高崎避风港东护岸爆炸挤淤施工中的几个问题.浙江水利水电专科学校学报,14(4),55-57.
MLA 胡允楚,et al."厦门高崎避风港东护岸爆炸挤淤施工中的几个问题".浙江水利水电专科学校学报 14.4(2002):55-57.
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