| 黄角树引水隧洞施工支洞封堵体设计 |
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| 引用本文： | 李昂,张光碧,易义红. 黄角树引水隧洞施工支洞封堵体设计[J]. 水科学与工程技术, 2012, 0(5): 5-8 |
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| 作者姓名： | 李昂 张光碧 易义红 |
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| 作者单位： | 四川大学水利水电学院;中国水电顾问集团昆明勘测设计研究院 |
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| 摘 要： | 通过三维有限元计算，以黄角树引水隧洞施工支洞的实际情况为依据，选用抗剪断公式和承载能力极限状态法计算堵头在3种工况下的稳定计算比较后，从而得出堵头长度。为工程的设计提供了依据。
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| 关 键 词： | 黄角树引水隧洞 施工支洞 堵头长度 三维有限元计算 |
Stopend Design of Huangjiaoshu River Diversion Tunnel Construction Adit |
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| LI Ang,ZHANG Guang-bi,YI Yi-hong. Stopend Design of Huangjiaoshu River Diversion Tunnel Construction Adit[J]. Water Sciences and Engineering Technology, 2012, 0(5): 5-8 |
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| Authors: | LI Ang ZHANG Guang-bi YI Yi-hong |
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| Affiliation: | 1.School of Water Resource and Hydropower,SichuanUniv.,Chengdu 610065,China; 2.China Hydropower Consultant Group Kunming Survey Design Institute for Research,Kunming 710048,China) |
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| Abstract: | Through the three dimensional finite element calculation,The Huang Jiao Shu River Diversion Tunnel Construction Adit of actual situation as the basis,according to the resistance to cut formula and carrying capacity limit state method,This calculation in three conditions and after comparing the stability calculation,and concluded that length,and provide the basis for engineering design. |
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| Keywords: | Huang Jiao shu river diversion tunnel construction adit the stopend length the 3D finite element calculation |
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