大坝与安全 ›› 2015 ›› Issue (2): 33-.
• 设计研究 • 上一篇 下一篇
朱泓1 ,林健2,孙燕琴1
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作者简介:
ZHU Hong, LIN Jian and SUN Yan- qin
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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
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
朱泓,林健,孙燕琴. 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[J]. 大坝与安全, 2015, 0(2): 33-.
ZHU Hong, LIN Jian and SUN Yan- qin. Review and selection of geomechanics parameters of dam foundation of F67 fault at block No. 34~36 of a hydropower station in Northeast China[J]. dam, 2015, 0(2): 33-.
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