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小浪底进水口边坡的可靠度分析中若干规律的探讨
引用本文:孙民伟,李小根,王玲玲.小浪底进水口边坡的可靠度分析中若干规律的探讨[J].华北水利水电学院学报,2005,26(4):51-54.
作者姓名:孙民伟  李小根  王玲玲
作者单位:[1]黄河水利委员会设计院科研所,河南郑州450003 [2]华北水利水电学院,河南郑州450011 [3]北京国电水利电力工程有限公司,北京100024
摘    要:结合小浪底工程,采用可靠度分析的JC法,对小浪底进水口边坡的抗滑稳定计算的可靠度进行了分析.得出了泥化夹层的抗剪强度指标的均值及变异系数等参数对可靠指标的不同影响,讨论了可靠指标和安全系数之间的关系,利用相应的抗剪强度指标计算得到的小浪底进水口边坡的可靠度有所提高.

关 键 词:边坡  抗剪强度  可靠指标  安全系数
文章编号:1002-5634(2005)04-0051-04
收稿时间:2005-06-10
修稿时间:2005-08-20

Discussion on the Laws of Structural Reliability of the Intake Slope for Xiaolangdi Project
LI Jun, YANG Jie-lan.Discussion on the Laws of Structural Reliability of the Intake Slope for Xiaolangdi Project[J].Journal of North China Institute of Water Conservancy and Hydroelectric Power,2005,26(4):51-54.
Authors:LI Jun  YANG Jie-lan
Affiliation:North China Institute of Water Conservancy and Hydroelectric Power, Zhengzhou 450011, China
Abstract:The development situation of IP net traffic engineering technology are mainly introduced. The policies of the high efficiency operating at the fields of MPLS are analysed. This policies might be used to optimize the application of net resources and enhance the net administrative capability aimed at flux and resources characteristics.
Keywords:traffic engineering  MPLS  traffic trunk  property  resources
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