|
|
|
| DYNAMIC DESIGN AND RESEARCH ON EXCAVATION AND SUPPORT DESIGN OF UPPER SURGE CHAMBER CAVERNS OF JINPING II HYDROPOWER STATION |
| CHEN Tao,WU Xumin,CHEN Xiaojiang |
| (East China Investigation & Design Institution,CHECC,Hangzhou,Zhejiang 310014,China) |
|
|
|
|
Abstract The upper surge chamber project of Jinping II hydropower station has large cavern group which owns big section area and high shafts. For the sake of stability of surrounding rock during the construction period,and ensuring security of concrete lining in the operation period,based on the complex geologic condition of the site,this paper adopts a three-dimensional discrete element software 3DEC to conduct dynamic excavation and support analysis mainly for the shafts of surge chamber,and the calculation results match the actual monitoring data basically,which has played a role in guiding the project design. Furthermore,this paper focuses on a complete set of procedure and method for dynamic design,and gives some suggestions to the analysis method and parameter choice. The application effect of using 3DEC and discrete element method in the field of solving structure planes controlled project is also demonstrated,which could provide some beneficial reference to other similar projects.
|
|
Received: 27 May 2013
|
|
|
|
| [1] 中华人民共和国行业标准编写组. DL/T5099—2011水工建筑物地下工程开挖施工技术规范[S]. 北京:中国电力出版社,2011.(The Professional Standards Compilation Group of People?s Republic of China. DL/T5099—2011 Technical specification for excavation of underground works on hydraulic structure[S]. Beijing:China Electric Power Press,2011.(in Chinese))
[2] 中华人民共和国国家标准编写组. GB 50086—2001锚杆喷射混凝土支护技术规范[S]. 北京:中国计划出版社,2001.(The National Standards of China. GB 50086—2001 Specifications for bolt-shotcrete support[S]. Beijing:China Planning Press,2001.(in Chinese))
[3] 中华人民共和国行业标准编写组. DL/T 5176—2003 水电工程预应力锚固设计规范[S]. 北京:中国电力出版社,2003.( The Professional Standards Compilation Group of People?s Republic of China. DL/T 5176—2003. Design specifications of Prestressed anchorage for Hydropower project[S]. Beijing:China Electric Power Press,2003.(in Chinese))
[4] 朱焕春,BRUMMER R,ANDRIEUX P. 节理岩体数值计算方法及其应用(一):方法与讨论[J]. 岩石力学与工程学报,2004,23(20):3 444–3 449.(ZHU Huanchun, BRUMMER R,ANDRIEUX P. Numerical methods and application for jointed rock mass,part 1:Approaches and discussions[J]. Chinese Journal of Rock Mechanics and Engineering,2004,23(20):3 444–3 449.(in Chinese))
[5] 朱焕春,ANDRIEUX P,钟辉亚. 节理岩体数值计算方法及其应用(二):工程应用[J]. 岩石力学与工程学报,2005,24(1):89–96. (ZHU Huanchun,ANDRIEUX P,ZHONG Huiya. Numerical modelling methods and application for jointed rockmass,part 2:Application for engineering practice[J]. Chinese Journal of Rock Mechanics and Engineering,2005,24(1):89–96.(in Chinese))
[6] 王卫华,李夕兵. 离散元法及其在岩土工程中的应用综述[J]. 岩土工程技术,2005,19(4):177–181.(WANG Weihua, LI Xibing. A review on fundamentals of distinct element method and its application in geotechnical engineering[J]. Geotechnical Engineering Technique,2005,19(4):177–181.(in Chinese))
[7] BARTON N,CHOUBEY V. The shear strength of rock joints in theory and practice[J]. Rock Mechanics,1977,12(1):1–54.
[8] 申 艳. 锦屏二级水电站差动式调压室体型优化[J]. 中国农村水利水电,2010,52(8):144–148.(SHEN Yan. Optimization of differential surge chamber in Jinping secondary hydropower station[J]. China Rural Water and Hydropower,2010,52(8):144–148.(in Chinese)) |
|
|
|