In Situ Geostress Measurement and Analysis for the Power Tunnel of Bakun Hydroelectric Station

WANG An quan; AI Kai; YIN Jian min

doi:10.3969/j.issn.1001-5485.2013.06.016

Journal of Changjiang River Scientific Research Institute >

2013 , Vol. 30 >Issue 6: 72 - 75

DOI: https://doi.org/10.3969/j.issn.1001-5485.2013.06.016

ROCK SOIL ENGINEERING

In Situ Geostress Measurement and Analysis for the Power Tunnel of Bakun Hydroelectric Station

WANG An quan ,
AI Kai ,
YIN Jian min

Expand

1.Sinohydro Corporation Limited, Beijing100048, China;
2.Key Laboratory of Geotechnical Mechanics and Engineering of the Ministry of Water Resources,Yangtze River Scientific Research Institute, Wuhan430010, China

Received date: 2012-05-03

Revised date: 2013-06-04

Online published: 2013-06-04

Fold

Abstract

To assess the reliability of the lining design for Bakun Hydroelectric Station’s power tunnel in Malaysia, the in situ geostress at three positions along the tunnels were measured by hydro fracturing method.

Cite this article

WANG An quan , AI Kai , YIN Jian min . In Situ Geostress Measurement and Analysis for the Power Tunnel of Bakun Hydroelectric Station[J]. Journal of Changjiang River Scientific Research Institute, 2013 , 30(6) : 72 -75 . DOI: 10.3969/j.issn.1001-5485.2013.06.016

References

[1]陈卫忠,朱维申,罗超文. 万家寨引黄工程总干一、二级泵站水力劈裂试验研究[J]. 岩土力学,2001,22(1)26-28.(CHEN Wei zhong,ZHU Wei shen,LUO Chao wen. Hydraulic Jacking Tests at GMPS1 and GMPS2 of Shanxi Yellow River Diversion Project[J]. Rock and Soil Mechanics,2001,22(1) 26-28.(in Chinese)[2]王汇明,张辅纲,王著杰,等. 抽水蓄能电站砼衬砌高压隧洞工程地质条件探讨[J] . 广东水利水电,2006,(11)8-14.(WANG Hui ming,ZHANG Fu gang,WANG Zhu jie,et al. Study on Engineering Geological Conditions of High Pressure Tunnel with Concrete Lining in Pumped Storage Plant[J]. Guangdong Water Resources and Hydropower,2006,(11)8-14.(in Chinese)[3]张有天.论有压隧洞最小覆盖厚度[J]. 水利学报,2002,(9)1-5.(ZHANG You tian. Minimum Overburden of Hydraulic Pressure Tunnel[J]. Journal of Hydraulic Engineering,2002,(9)1-5.(in Chinese)[4]刘允芳.岩体地应力与工程建设[M]. 武汉湖北科学技术出版社,2000.(LIU Yun fang. Geostress and Engineering Construction[M]. WuhanHubei Science and Technology Press,2000.(in Chinese)[5]李永松,尹健民,艾凯,等. 地应力回归分析方法与工程应用实例[J]. 长江科学院院报,2006,22(4)41-43,46.(LI Yong song,YIN Jian min,AI Kai,et al. Geostress Regression Analysis Method and Engineering Case Application[J]. Journal of Yangtze River Scientific Research Institute,2006,22(4)41-43,46.(in Chinese)[6]李永松,尹健民,刘元坤,等. 阳江抽水蓄能电站地应力场回归分析[J]. 武汉大学学报(工学版),2007,40(4)69-73.(LI Yong song,YIN Jian min,LIU Yuan kun,et al. Regression Analysis of In situ Stress Field for Yangjiang Pumped Storage Plant[J]. Engineering Journal of Wuhan University,2007,40(4)69-73.(in Chinese)[7]GB50218—94 ,工程岩体分级标准[S].北京中国计划出版社,1995.(GB50218—94,Standard for Engineering Classification of Rock Masses[S]. Beijing China Planning Press,1995.(in Chinese)[8]HARMAIER H H,DOE T W,DIXON G.Evaluation of Hydrojacking Tests for an Unlined Pressure Tunnel[J]. Tunneling and Underground Space Technology,1998,13(4)393-401.[9]郭喜峰,尹健民,李永松,等. 引汉济渭工程黄三隧洞地应力测试研究[J]. 地下空间与工程学报,2010,6(增2) 1629-1631,1635.(GUO Xi feng,YIN Jian min,LI Yong song,et al. Study on Crustal Stress Measurement at Huangsan Tunnel of Hanjiang to Weihe River Diversion Project[J]. Chinese Journal of Underground Space and Engineering,2010,6(Sup.2) 1629-1631,1635.(in Chinese)[10]SL279—2002,水工隧洞设计规范[S].北京中国水利水电出版社,2003.( SL279—2002,Specification for Design of Hydraulic Tunnel[S]. Beijing China Water Power Press,2003.(in Chinese)[11]尹健民,郭喜峰,艾凯 ,等.清远抽水蓄能电站地应力测试分析与高压隧洞设计验证[J]. 长江科学院院报,2008,25(5)43-45,83.(YIN Jian min,GUO Xi feng,AI Kai,et al. Analysis of In situ Stress Measurement and High Pressure Tunnel’s Design Verification for Qingyuan Pumped Storage Plant[J]. Journal of Yangtze River Scientific Research Institute,2008,25(5)43-45,83.( in Chinese)

Options

Outlines

模态框（Modal）标题

Abstract

Cite this article

References