| 论施工支洞塌方段处理措施——以江苏溧阳抽水蓄能电站为例 |
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| 引用本文： | 高若武,翟光宇.论施工支洞塌方段处理措施——以江苏溧阳抽水蓄能电站为例[J].山西科技,2010,25(3):77-78. |
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| 作者姓名： | 高若武 翟光宇 |
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| 作者单位： | 1. 山西省汾河二库管理局,山西太原,030012
2. 河南省山河建设工程管理有限责任公司,河南郑州,450008 |
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| 摘 要： | 文章主要对江苏溧阳抽水蓄能电站8#施工支洞0＋525.5 m-0＋528.5 m段塌方处理措施进行综述,可推广到其他相关隧洞塌方处理,并提供技术参考。
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| 关 键 词： | 隧洞 塌方 措施 |
Measures to Treat Collapse in Construction Branch,with Liyang Pumped Storage Power Station in Jiangshu as an Example |
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| GAO Ruowu,ZHAI Guangyu.Measures to Treat Collapse in Construction Branch,with Liyang Pumped Storage Power Station in Jiangshu as an Example[J].Shanxi Science and Technology,2010,25(3):77-78. |
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| Authors: | GAO Ruowu ZHAI Guangyu |
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| Institution: | GAO Ruowu,ZHAI Guangyu |
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| Abstract: | The paper focuses on the treatment of the collapse in the 0＋525.5m—0＋528.5m section of the No.eight construction branch of Liyang Pumped Storage Power Station in Jiangshu,which may be of referential significance for the construction of the same kind. |
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| Keywords: | tunnel collapse measure |
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