摘要
该文以广东省莞惠城际轨道松山湖隧道DK32+240~DK32+465段隧道全断面帷幕注浆施工为例,重点介绍该隧道注浆施工的一些关键环节和安全质量控制要点。
Taking the full-face curtain grouting construction of Guangdong Province Donghui Inter-city Rail Songshan Lake Tunnel in DK32 + 240-DK32 + 465 Section as an example,the article focuses introduction on some key links of the tunnel grouting construction and the control gist of safety quality.
出处
《城市道桥与防洪》
2011年第6期215-217,324,共3页
Urban Roads Bridges & Flood Control
关键词
地质
涌水
注浆效果
隧道开挖
松山湖隧道
广东省
geology,water surge,grouting effect,tunnel excavation,Songshan Lake Tunnel,Guangdong