首页 | 官方网站   微博 | 高级检索  
     

阿尔塔什水利枢纽右岸高边坡岩体强度参数确定的经验方法研究
引用本文:赵发辉,赵宇飞,汪小刚,林兴超,姬永尚.阿尔塔什水利枢纽右岸高边坡岩体强度参数确定的经验方法研究[J].中国水利水电科学研究院学报,2014(1):15-21.
作者姓名:赵发辉  赵宇飞  汪小刚  林兴超  姬永尚
作者单位:1. 云南省牛栏江-滇池补水工程建设指挥部,云南昆明650051;2. 中国水利水电科学研究院,北京100048;2. 中国水利水电科学研究院,北京100048;2. 中国水利水电科学研究院,北京100048;3. 水利部新疆维吾尔自治区水利水电勘测设计研究院,新疆乌鲁木齐830000
摘    要:在大型水利水电工程中,岩体强度参数是工程设计中的重要参数,强度参数的合理取值对工程设计、施工以及安全复核具有重要影响。新疆叶尔羌河阿尔塔什水利枢纽工程中,右岸高边坡的稳定对于整个枢纽工程具有决定性的作用。在右岸边坡岩体质量调查基础上,利用GSI方法对边坡岩体进行质量评分,结合提出的岩体质量分类标准,进行了右岸边坡岩体强度参数的估算。在参数估算结果基础上,参考我国水利水电工程中现行的工程地质勘查相关规范中给出的各类岩体建议值以及以往工程中相关资料,提出了阿尔塔什水利枢纽工程中右岸高边坡岩体强度参数的建议值。

关 键 词:岩体强度参数  岩体结构  经验方法  岩体质量分类

The application of empirical method to determine the strength parameters of the right bank slope in AERTASHI Hydropower Station
ZHAO Fa-hui,ZHAO Yu-fei,WANG Xiao-gang,LIN Xing-chao and JI Yong-shang.The application of empirical method to determine the strength parameters of the right bank slope in AERTASHI Hydropower Station[J].Journal of China Institute of Water Resources and Hydropower Research,2014(1):15-21.
Authors:ZHAO Fa-hui  ZHAO Yu-fei  WANG Xiao-gang  LIN Xing-chao and JI Yong-shang
Affiliation:ZHAO Fa-hui, ZHAO Yu-fei, WANG Xiao-gang, LIN Xing-chao, JI Yong-shang ( 1. The Construction Headquarters ofNiulan River-Dianchi Lake water supplement Project, Kunming 650051, China; 2. China institute of water resources and hydropower research, Beijing 100048, China; 3. The Xinjiang institute of investigation and design of water resources and hydropower projects , Urumchi 830000, China)
Abstract:In large water and hydropower projects, how to determine the rock strength parameters has important implications for engineering design, construction, and safety review. In the AERTASHI water project, the right hank high slope stability plays a decisive role in the whole project. On the quality survey of the right bank slope, the slope rock mass quality score was obtained by using the GSI method. And then the right bank slope rock strength parameters were estimated, consideering the rock mass quality classification criteria and the GSI score. Based on the estimated result of rock strength parameters and by referring to the recommended value of various rock mass in related existing specifications of the water and hydropower engineering geological exploration, the right bank high side slope rock mass strength parameters of AERTASHI water project had been presented.
Keywords:rock mass strength parameters  rock mass structure the empirical method  rock mass quality classification criteria
本文献已被 CNKI 维普 等数据库收录!
点击此处可从《中国水利水电科学研究院学报》浏览原始摘要信息
点击此处可从《中国水利水电科学研究院学报》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司    京ICP备09084417号-23

京公网安备 11010802026262号