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MODERN TUNNELLING TECHNOLOGY 2013, Vol. 50 Issue (4) :68-75    DOI:
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Experimental Study of Stress Release Using a Pilot Heading
for a Highly Stressed Soft-Rock Tunnel
(1  Mengxi-Huazhong Railway Co. Ltd., Beijing  100070;
2  Taiyuan-Zhongwei-Yinchuan Railway Co. Ltd., Xi'an  730050;
3  Engineering Management Centre, China Railway Corporation, Beijing  100844)
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Abstract  Geological disasters causing large deformations often occur when a tunnel passes through highly stressed soft rock. Such a disaster is greatly harmful to a project in terms of high risk treatments, expensive maintenance costs, and a delayed construction time. Therefore, preventing and treating the large deformation of a highly stressed soft-rock tunnel is a key and complex issue in tunnel engineering. Based on tests in the Muzhailing and Maoyushan tunnels on the Lanzhou-Chongqing railway, it was found that stress release by pilot heading can control large deformations. The stress is released within 3~7 days if the pilot tunnel is about 3m away from the tunnel crown and sidewalls. Additionally, the deformation of the main tunnel can be reduced by nearly 30%~40% compared to projects without pilot tunnels during the enlarging excavation.
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Keywords    Tunnel in highly stressed soft rock   Pilot heading   Stress release      
Abstract:  Geological disasters causing large deformations often occur when a tunnel passes through highly stressed soft rock. Such a disaster is greatly harmful to a project in terms of high risk treatments, expensive maintenance costs, and a delayed construction time. Therefore, preventing and treating the large deformation of a highly stressed soft-rock tunnel is a key and complex issue in tunnel engineering. Based on tests in the Muzhailing and Maoyushan tunnels on the Lanzhou-Chongqing railway, it was found that stress release by pilot heading can control large deformations. The stress is released within 3~7 days if the pilot tunnel is about 3m away from the tunnel crown and sidewalls. Additionally, the deformation of the main tunnel can be reduced by nearly 30%~40% compared to projects without pilot tunnels during the enlarging excavation.
Keywords ,   Tunnel in highly stressed soft rock,   Pilot heading,   Stress release      
published: 2013-05-21
Cite this article:   
.Experimental Study of Stress Release Using a Pilot Heading
for a Highly Stressed Soft-Rock Tunnel[J]  MODERN TUNNELLING TECHNOLOGY, 2013,V50(4): 68-75
URL:  
http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2013/V50/I4/68
 
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