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牙根水电站拉裂幸公动岩体的工程适宜性研究
引用本文:胡耀飞,沈军辉,聂德新.牙根水电站拉裂幸公动岩体的工程适宜性研究[J].水力发电,2011,37(4).
作者姓名:胡耀飞  沈军辉  聂德新
作者单位:1. 成都理工大学环境与土木工程学院,四川,成都,610059;中国水电顾问集团成都勘测设计研究院,四川,成都,610072
2. 成都理工大学环境与土木工程学院,四川,成都,610059
摘    要:牙根水电站坝址区右岸发育三处拉裂松动岩体,为此对拉裂松动岩体工程地质特性进行分析与总结,提出了该类特殊的拉裂松动岩体与工程适宜性的关系,从而确定了避让与工程处理相结合的原则,可供同类工程参考.

关 键 词:拉裂松动岩体  工程地质特性  适宜性  牙根水电站

Engineering Suitability Research on the Tension-slackened Rock Mass in Yagen Hydropower Station
Hu Yaofei,Shen Junhui,Nie Dexin.Engineering Suitability Research on the Tension-slackened Rock Mass in Yagen Hydropower Station[J].Water Power,2011,37(4).
Authors:Hu Yaofei  Shen Junhui  Nie Dexin
Affiliation:Hu Yaofei1,2,Shen Junhui1,Nie Dexin1(1.College of Environment and Civil Engineering,Chengdu University of Technology,Chengdu 610059,Sichuan,China,2.HydroChina Chengdu Engineering Corporation,Chengdu 610072,China)
Abstract:There are three tension-slackened rock masses in the right bank of Yagen Hydropower Station.After analyzing the engineering geology characteristic of these rock masses,the engineering suitability and the relationship between it and the rock masses are researched.The principle of avoidance combined with the engineering treatment is proposed.The practice can be as reference to similar projects.
Keywords:tension-slackened rock mass  engineering geological characteristic  suitability  Yagen Hydropower Station  
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