Abstract:Research purposes: The section between Sandu and Wutong of Guiyang - Guangzhou Passenger Dedicated Line passes through the plateau slope erosion,tectonic and low mountain areas with the complex and changeable geological structures. There area many surrounding rocks of IV grade and V grade in the area of the tunnel body,so there is high construction risk. For excavation of the 138 - 146 m2 section railway tunnel with weak surrounding rock,the reasonable construction method must be adopted for safe construction of the tunnel.
Research conclusions: For construction of the large section IV and Ⅴgrades weak surrounding rock tunnel of the Guiyang - Guangzhou Railway,based on summing up the experience of the traditional three - bench construction method,the three - bench and six short - range method was used in construction to divide the excavation section into three benches and six working faces with synchro - construction on the upper,middle and low benches. With this method,the deficiencies of lots of procedures,long construction period,insufficient turbulence on the surrounding rock in using CRD method and twine sidewall method can be overcome and the construction period can be shortened by machinery construction. The construction practice shows using this method can guarantee the construction security and enhance the construction process.
夏润禾. 三台阶六部短距法在铁路隧道施工中的应用研究[J]. 铁道工程学报, 2012, 29(3): 58-63.
XIA Run - he. Research on Application of Three - bench and Six Short - range Method in Construction of Railway Tunnel. 铁道工程学报, 2012, 29(3): 58-63.
Guo Shanyun. Progresses and Developments of Tunnel Construction Technology with Bored Blast Method[J]Journal of Railway Engineering Society,2007( 9) : 42 -43.
Chen Baozhong. Key Technology for Construction of Tunnels with Large Cross Section on Passenger Dedicated Lines[J]. Railway Standard Design,2009 ( 5) : 103 - 105.
[8] 张梅. 软弱围岩隧道预防坍方安全施工技术[Z]. 北京:铁道部工程管理中心, 2010.
Zhang Mei. Weak Rock Tunnel to Prevent the Collapse Safety Construction[Z]. Beijing: Ministry of Railways Project Management Center,2010.