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| ENGINEERING PRACTICE OF ANCHOR CABLES SUPPORTING TO LARGE-SCALE UNDERGROUND CAVERNS |
| HOU Dongqi,FENG Mei,LIAO Chenggang,XING Xianglin,ZANG Haiyan |
| (HydrChina Chengdu Engineering Corporation,Chengdu,Sichuan 610072,China) |
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Abstract Anchor cables supporting is one of the most leading measures for underground caverns,and it is fundamental to ensure the stability of surrounding rock mass. According to the practice of rock anchor cable to support side walls of underground powerhouse at Jinping I hydropower station,the design of anchor cables supporting and the statistical results on overloading of anchor cables are introduced,and the factors to cause this phenomenon as well as the measures to reduce the load are studied. The formulas to verify design proposal are also given,and the formula to compute stress of unbounded prestressed anchor cables of pressure dispersion style with more anchor heads is derived. These formulas and measures are used to verify design proposal,and evaluate safety of overloading cables.
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Received: 29 November 2011
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CHEN Weizhong1*, LIU Xinyu1, 2, YANG Jianping1, WANG Wei1, 2, ZANG Zhonghai3, DING Hongyuan3, ZHANG Zheyuan3, WANG Xiaogang3, SHI Zhengrong1. Development of a large-scale 3D physical model test system for underground energy storage caverns and its model experimental study[J]. , 2026, 45(6): 1615-1628. |
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