期刊文献+

库水位等速下降中均质库岸塌岸现象试验研究

Experiment Study on Homogeneous Bank Caving of Reservoir with Water Level Evenly Lowering
下载PDF
导出
摘要 为研究库水位等速下降过程中均质水库岸坡的塌岸现象及岸坡内浸润线的变化特点,以取自三峡库区的含黏粒粉砂为主要试验土料,对建立的4个不同结构的均质岸坡模型进行了7种不同速率的水位下降试验。试验结果表明,库水位下降速率越大,均质水库岸坡的塌岸现象越易发生,但库水位下降速率的大小并不与塌岸现象的严重程度成正相关关系;试验测得浸润线与理论计算结果的比较分析表明,当水位下降速率较小时,浸润线的理论计算结果与试验结果基本一致,但是当水位下降速率较大时,理论计算结果可能会低估浸润线的位置。 In order to investigate the homogeneous bank fall of reservoir and the changing features of the phreatic line when the water level of reservoir is evenly lowering,four homogeneous bank models with different structures are built with the sand containing little clay excavated from Three Gorges Reservoir Area of China,and seven tests with different water level lowering rates are done for each model respectively.The testing results of model indicate that the larger the water level lowering velocity,the more possible the bank falling.But the positive correlation between the severity of the bank caving and the water level lowering velocity isn't always right.The typical phreatic lines in the model slope obtained from the experiment are compared with those obtained from a published analytic solution.The comparison indicates that the published analytic solution may be reasonable while the water level lowering velocity is small,but it may undervalue the location of the phreatic line while the water level lowering velocity is large.
出处 《重庆交通大学学报(自然科学版)》 CAS 北大核心 2011年第1期115-119,共5页 Journal of Chongqing Jiaotong University(Natural Science)
基金 中国博士后科学基金特别资助项目(200902284) 交通运输部西部交通建设科技项目(200831874006) 重庆市自然科学基金重点项目(CSTC 2009BA6001)
关键词 水库塌岸 库水位下降 均质岸坡 浸润线 bank caving lowering water level homogeneous bank phreatic line
  • 相关文献

参考文献12

  • 1Dai F C, Deng J H, Tham L G, et al. A large landslide in Zigui County, Three Gorges Area [J]. Can. Geotech. J, 2004, 41: 1233 - 1240.
  • 2Deng Q L, Zhu Z Y, Cui Z Q, liding on the Huangtupo slope Gorges Project, Yangtze River, 2000, 58(1): 67-83. et al. Mass rock creep and landsin the reservoir area of the Three China [ J]. Engineering Geology,.
  • 3Jappelli R, Musso A. Slope Response to Reservoir Water Level Fluctuations [ C]//Proceedings of the 10th International Conference on Soil Mechanics and Foundation Engineering. Stockholm: A. A. Balkema, 1981, 3:437 -442.
  • 4王跃敏,唐敬华,凌建明.水库坍岸预测方法研究[J].岩土工程学报,2000,22(5):569-571. 被引量:69
  • 5汤明高,许强,黄润秋,李渝生.三峡库区塌岸预测参数及其影响因素研究[J].成都理工大学学报(自然科学版),2006,33(5):460-464. 被引量:28
  • 6Morgenstern N R. Stability charts for earth slopes during rapid drawdown[J]. Geotechnique, 1963, 13(2): 121-131.
  • 7Lane P A, Griffiths D V. Assessment of stability of slopes under drawdown conditions [ J]. Journal of Geotechnical and Geoenvironmental Engineering, 2000, 126 (5) : 443 - 450.
  • 8Zhan Tony L T, Zhang W J, Chen Y M. Influence of reservoir level change on slope stability of a silty soil bank [ C]// Proceedings of the Fourth International Conference on Unsaturated Soils. US. ASCE, 2006 : 463 - 472.
  • 9Jia G W, Zhan Tony L T, Chen Y M, et al. Performance of a large-scale slope model subjected to rising and lowering water levels [ J]. Engineering Geology, 2009, 106: 92- 103.
  • 10郑颖人,时卫民,孔位学.库水位下降时渗透力及地下水浸润线的计算[J].岩石力学与工程学报,2004,23(18):3203-3210. 被引量:167

二级参考文献9

  • 1维.尼.诺沃日洛夫 长春地质勘探学院水文地质工程地质翻译组.工程地质学.长春地质勘探学院[M].,1956..
  • 2梁钟琪.土力学及路基[M].北京:中国铁道出版社,1986..
  • 3卡拉乌舍夫.河流与水库水力学[M].北京:水利水电出版社,1958..
  • 4[10]钱家欢,殷宗泽.土工原理与计算(第二版)[M].北京:中国水利水电出版社,2000.
  • 5梁钟琪,土力学及路基,1986年
  • 6铁道部第一勘测设计院,工程地质试验手册,1982年
  • 7长春地质勘探学院水文地质工程地质翻译组(,工程地质学,1956年
  • 8黄润秋,许强,李渝生,等.三峡库区塌岸模式、塌岸预测参数及塌岸范围预测评价研究[R].成都理工大学地质灾害防治与地质环境保护国家专业实验室,2005.8.
  • 9王跃敏,唐敬华,凌建明.水库坍岸预测方法研究[J].岩土工程学报,2000,22(5):569-571. 被引量:69

共引文献247

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部