摘要
百色水利枢纽施工导流隧洞Ⅱ~Ⅲ类围岩洞段占46%,Ⅳ~Ⅴ类围岩洞段占54%,开挖洞径约15m,分别采用分台阶的全断面法、中导洞法、预留核心土环法开挖,采用喷锚和模注混凝土支护,效果好。
The hole length of type ⅡⅢ surrounding rock of BMDP diversion tunnel is 46%, the hole length of type Ⅳ~Ⅴ is 54%, the diameter of tunnel excavation is about 15m, their excavation ways applied separately all section method, midguide tunnel method and reserved core soil cycle method. And used blowing anchor and modeinjection concrete for support. The effect was well.
出处
《广西水利水电》
2003年第2期49-52,59,共5页
Guangxi Water Resources & Hydropower Engineering