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大断面软岩隧道钻爆法开挖技术分
引用本文:杨家松.大断面软岩隧道钻爆法开挖技术分[J].路基工程,2013,0(4):158-161.
作者姓名:杨家松
作者单位:中铁二局第二工程有限公司,成都 610091
基金项目:中铁二局集团公司科研项目
摘    要:锦屏引水洞群由4条均长16.67 km、开挖洞径13.0~14.6 m的马蹄形大断面隧洞组成。其#1、#2引水洞西端工程轴线穿越的工程软岩长度分别为436 m和336 m,且埋深介于1 550~1 850 m,地应力40~50 MPa,施工前期发生了严重的大变形。结合《超深埋大断面特长隧洞群施工关键技术研究》课题的研究成果的应用,在极高地应力条件下,对软岩隧道(洞)大断面,采用钻爆法开挖技术,取得良好效果。

关 键 词:隧道    极高地应力    工程软岩    玻璃纤维锚杆    钻爆法开挖
收稿时间:2019-11-06

Analysis on Technology of Excavation with Drilling and Blasting for Soft Rock Tunnel with Large Cross-section
Authors:YANG Jiasong
Abstract:The Jinping Diversion Tunnel Group consists of four horseshoe shaped, large cross section tunnels that have the average length of 16.67 km and the diameter of 13.0-14.6 m, wherein as regards the Diversion Tunnel #1 and #2, on the conditions that the length of soft rock, through which the western engineering axes go, reaches 436 m and 336 m respectively; the buried depth is between 1 550-1 850 m; and the geostress is 40-50 MPa, serious deformation arose in early stage of the construction. This paper, combining with application of the achievement of the subject “Study on Key Construction Technology for Deep-buried Extra-long Tunnel Group with Large Cross-section”, under the condition of extremely high geostress, adopted the technology of excavation with drilling and blasting for soft rock tunnel with large cross-section, and obtained good effect.
Keywords:tunnel  extremely high geostress  soft rock  glass fiber reinforced plastic (GFRP) bolt  excavation with drilling and blasting
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