1) long tubular shanty grout injection
长管棚注浆
1.
The application of long tubular shanty grout injection technology in entrance excavation of tunnel with half-soft wall rocks;
长管棚注浆技术在半软半硬地质条件下的应用
3) shed-pipe grouting
管棚注浆
1.
Reinforce mechanism and application of shed-pipe grouting in stratum-broken tunnel excavating is studied.
对超前管棚注浆支护在破碎地层大跨度隧道开挖中的加固机理及应用进行了分析,通过对某隧道采取超前管棚注浆预加固防护措施前后,隧道在施工中的受力、变形情况的有限元模拟分析,得出在不良地层地质条件及大跨度隧道施工过程中采用管棚注浆法能显著改善地层的物理力学性质,提高松软地层的整体性,减小隧道施工过程中的预应力集中,从而达到增强隧道自身整体稳定性的结论。
4) grouting pipe-shed method
注浆管棚法
5) pipe roof high pressure grouting
管棚法高压注浆
6) large-scale lead pipe grouting
超前大管棚注浆
1.
By means of water drainage and blockage, and with large-scale lead pipe grouting technology, the tunnel goes through the poor geology zone smoothly.
吊钟岩隧道DK250+130处,隧道拱部突发涌水、涌泥石,造成掌子面堆积,采用排堵水和超前大管棚注浆相结合的施工技术,顺利通过了该不良地质地段。
补充资料：棚棚硬
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