IMECH-IR  > 水动力学与海洋工程重点实验室(2009-2011)
钙质砂地基中桶形基础垂直动载响应实验研究
王丽; 鲁晓兵; 时忠民
Source Publication中国海洋平台
2009-02-28
Volume24Issue:1Pages:40-45
Abstract首先进行了垂直静极限承载力实验,为确定垂直动载荷幅值的选择提供参考。然后重点针对载荷幅值和频率的影响进行了系列的室内小模型实验,并对结果进行了分析,获得了垂直动载下桶形基础在钙质砂地基中的响应特点。
Keyword钙质砂 桶形基础 垂直动载荷
Language中文
Funding Organization国家高技术研究发展专项(863) ; 中科院三期创新项目“kgcx2-yw-L02”资助
Document Type期刊论文
Identifierhttp://dspace.imech.ac.cn/handle/311007/33281
Collection水动力学与海洋工程重点实验室(2009-2011)
Corresponding Author王丽
Recommended Citation
GB/T 7714
王丽,鲁晓兵,时忠民. 钙质砂地基中桶形基础垂直动载响应实验研究[J]. 中国海洋平台,2009,24(1):40-45.
APA 王丽,鲁晓兵,&时忠民.(2009).钙质砂地基中桶形基础垂直动载响应实验研究.中国海洋平台,24(1),40-45.
MLA 王丽,et al."钙质砂地基中桶形基础垂直动载响应实验研究".中国海洋平台 24.1(2009):40-45.
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