dam ›› 2015, Vol. 0 ›› Issue (2): 33-.

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Review and selection of geomechanics parameters of dam foundation of F67 fault at block No. 34~36 of a hydropower station in Northeast China

ZHU Hong, LIN Jian and SUN Yan- qin   

  1. Zhejiang Huadong Construction Engineering Co., Ltd.
  • Received:2014-07-22 Online:2015-04-08 Published:2015-04-08

东北某水电站34~36号坝段F67断层坝基地质力学参数复核和选取研究

朱泓1 ，林健2，孙燕琴1   

  1. 1.浙江华东建设工程有限公司，浙江 杭州，310030；2.中国电建集团华东勘测设计研究院有限公司，浙江 杭州，310014
  • 作者简介:朱泓（1964- ），男，浙江富阳人，高级工程师，长期从事工程地质与水文地质、海洋地质工作。

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Abstract: Geomechanics parameters of rock mass of dam foundation are the basis of quantitative analysis and design, as well as the core content of engineering geological investigation. Case study based on a hydropower station in northeast China was carried out to study the review of geomechanics parameters of dam foundation and mechanics principle of rock mass, for reference

Key words: anti-sliding stability of dam foundation, shear test, geomechanics parameters

摘要： 坝基岩体地质力学参数是工程地质从定性判断到定量分析的基础，是提供设计的依据，也是大坝坝基工程地质勘察的核心之一。以东北某水电站为例，介绍坝基地质力学参数的复核及岩体物理力学指标选取原则，供工程地质人员参考。

关键词: 坝基抗滑稳定, 抗剪试验, 地质力学参数

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