IMECH-IR  > 力学所知识产出(1956-2008)
桩间爆炸处理软基的模型分析及试验研究
杨振声; 田兰桥; 任京生; 张加华; 倪祖平; 卢友兵; 严耀华
Source Publication工程爆破
1997
Volume3Issue:4Pages:17-22
ISSN1006-7051
Abstract通过模型分析、模型实验及现场实验对爆炸法处理桩间软基这一具有较强工程背景的课题进行了深入的分析及实验研究,测量了爆炸载荷作用下桩的变形、受力状态及抛石体爆后落底宽度等,并对大量实验数据进行分析处理。认为采用堤下爆破法处理桩间软基是一种安全、可靠、加固效果好且施工工艺简单易行的新方法。同时本文还给出了供工程应用的推荐爆破参数
Keyword桩间加固 量纲分析
Language中文
Document Type期刊论文
Identifierhttp://dspace.imech.ac.cn/handle/311007/35574
Collection力学所知识产出(1956-2008)
Corresponding Author杨振声
Recommended Citation
GB/T 7714
杨振声,田兰桥,任京生,等. 桩间爆炸处理软基的模型分析及试验研究[J]. 工程爆破,1997,3,4,:17-22.
APA 杨振声.,田兰桥.,任京生.,张加华.,倪祖平.,...&严耀华.(1997).桩间爆炸处理软基的模型分析及试验研究.工程爆破,3(4),17-22.
MLA 杨振声,et al."桩间爆炸处理软基的模型分析及试验研究".工程爆破 3.4(1997):17-22.
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