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。
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.
出处
《山西科技》
2010年第3期77-78,共2页
Shanxi Science and Technology
关键词
隧洞
塌方
措施
tunnel
collapse
measure
