IMECH-IR  > 力学所知识产出(1956-2008)
双层堤基管涌溃堤砂槽模型试验及渗流场特点研究
Alternative TitleModel test on piping of two-stratum dike foundations with flume and study on its seepage field characteristics
刘昌军; 丁留谦; 吴梦喜; 姚秋玲; 孙东亚
Source Publication水利水电技术
2007
Volume38Issue:2Pages:40-43
ISSN1000-0860
Abstract对双层堤基管涌溃堤进行了砂槽模型试验,对模型试验的流量和时间比尺进行了分析和讨论。通过有限元数值模拟,研究了管涌渍堤过程中渗流场变化的特点,分析并解释了砂槽模型试验中出现的难以理解的现象,对管涌发展机理和渗流场变化特点有了更深入的认识。
Keyword有限元分析 渗流场 双层堤基 管涌 模型试验
Subject Area力学
Indexed ByCSCD
Language中文
CSCD IDCSCD:2887978
Citation statistics
Cited Times:2[CSCD]   [CSCD Record]
Document Type期刊论文
Identifierhttp://dspace.imech.ac.cn/handle/311007/16029
Collection力学所知识产出(1956-2008)
Recommended Citation
GB/T 7714
刘昌军,丁留谦,吴梦喜,等. 双层堤基管涌溃堤砂槽模型试验及渗流场特点研究[J]. 水利水电技术,2007,38,2,:40-43.
APA 刘昌军,丁留谦,吴梦喜,姚秋玲,&孙东亚.(2007).双层堤基管涌溃堤砂槽模型试验及渗流场特点研究.水利水电技术,38(2),40-43.
MLA 刘昌军,et al."双层堤基管涌溃堤砂槽模型试验及渗流场特点研究".水利水电技术 38.2(2007):40-43.
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