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黄河龙口水利枢纽坝基岩体钙质充填夹层地质分析与试验研究
引用本文:李玉贵,高建民,刘志国,张健.黄河龙口水利枢纽坝基岩体钙质充填夹层地质分析与试验研究[J].水利水电工程设计,2006,25(2):23-25.
作者姓名:李玉贵  高建民  刘志国  张健
作者单位:1. 中水北方勘测设计研究有限责任公司,天津,300222
2. 中国水电第四工程局,西宁,072750
摘    要:龙口水利枢纽坝基岩体主要由奥陶系中统马家沟组(O2m2)灰岩组成,其中发育有多层软弱夹层。作为其中之一的钙质充填夹层,强度虽不很低,但由于处于坝基下的持力层内,间距不大,发育密集,产状平缓,是坝基浅层抗滑稳定的主要控制因素,因此,在大坝抗滑稳定分析时,应进行分析和研究。

关 键 词:钙质充填夹层  软弱夹层  灰岩  强度  抗剪断  龙口水利枢纽
文章编号:1007-6980(2006)02-0023-03
收稿时间:2006-03-09
修稿时间:2006年3月9日

The Geological Analysis and Experimental Research on Mylonite Zone Interbedded Layer in the Dam Foundation Rock of Longkou Water Control Project on Yellow River
Li Yugui,Gao Jianmin,Liu Zhiguo,Zhang Jian.The Geological Analysis and Experimental Research on Mylonite Zone Interbedded Layer in the Dam Foundation Rock of Longkou Water Control Project on Yellow River[J].Design of Water Resources & Hydroelectric Engineering,2006,25(2):23-25.
Authors:Li Yugui  Gao Jianmin  Liu Zhiguo  Zhang Jian
Abstract:The dam foundation rock of Longkou Water Control Project is mainly comprised of Ordovician system of Majia valley group (O-2m-2) doline, in which there are many layers of soft interbedded layers developed. As one of the cacareous filling interbedded layers, the strenth is not so low, but it is located in the supporting course under the dam foundation. The space is not big , it developed condensely and grow condition is gentle and it is the main controlling factor in shallow stability against sliding of dam foundation. Therefore, when the analysis of stability against sliding for dam is done, the analyze and research must be conducted.
Keywords:Cacareous filling interbedded layers  doline  strength  shear  Longkou Water Control Project    
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