IMECH-IR  > 力学所知识产出(1956-2008)
堤下爆炸法处理淤泥地基新工艺的理论、实验及工程应用(Ⅱ)桩对桩间抛石棱体下爆炸挤淤的动力响应
杨振声; 燕琳; 张加华
Source Publication海洋工程
1999-04-30
Volume17Issue:2Pages:32-40
Abstract本文是堤下爆炸法处理淤泥地基新工艺的研究及应用的第二部分,着重介绍该工艺应用于桩间棱体的挤淤时,爆炸冲击波和淤泥、石块运动对桩的作用。计算和检测表明,桩体的安全是可以得到保证的。
Keyword桩间加固 桩的动力响应 量纲分析 应变测量
Language中文
Document Type期刊论文
Identifierhttp://dspace.imech.ac.cn/handle/311007/41944
Collection力学所知识产出(1956-2008)
Corresponding Author杨振声
Recommended Citation
GB/T 7714
杨振声,燕琳,张加华. 堤下爆炸法处理淤泥地基新工艺的理论、实验及工程应用(Ⅱ)桩对桩间抛石棱体下爆炸挤淤的动力响应[J]. 海洋工程,1999,17(2):32-40.
APA 杨振声,燕琳,&张加华.(1999).堤下爆炸法处理淤泥地基新工艺的理论、实验及工程应用(Ⅱ)桩对桩间抛石棱体下爆炸挤淤的动力响应.海洋工程,17(2),32-40.
MLA 杨振声,et al."堤下爆炸法处理淤泥地基新工艺的理论、实验及工程应用(Ⅱ)桩对桩间抛石棱体下爆炸挤淤的动力响应".海洋工程 17.2(1999):32-40.
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