Research on Comprehensive Prevention and Control Technoloies for Expressway Tunnel Passing Through Landslide Area
ZHAO Zhi － gang1，ZHANG Zhi － jun1，LI De － wu2，ZHAO Lian － heng3
1． China Railway Seventh Engineering Group Co． Ltd，Zhengzhou，Henan 450016，China; 2． Lanzhou Jiaotong University，Lanzhou，Gansu 730070，China; 3． Central South University，Changsha，Hunan 410075，China
Abstract：Research purposes: Taking the comprehensive treatment technologies for tunnel passing through the landslide area as the engineering background，the interaction mechanisms and deformation failure modes between the tunnel and landslide are explored and the comprehensive prevention measures for control of landslide is also presented by means of the numerical analysis，construction practice and site monitoring in order to analyze the change trend of landslide and tunnel structure in advance and avoid the heavy losses caused by the landslide．
Research conclusions: ( 1) The Daping landslides are caused by the joint effects of the geological and hydrological conditions． ( 2 ) The interaction mechanisms between the tunnel excavation and anti － slide pile of slope can be expressed as follows: The anti － slide pile belongs to the passive support structure and the deformation of anti － slide pile is the embodiment of load bearing． The tunnel excavation process is a process of disturbing the landslide mass and also a process of bringing the anti － slide pile into play． ( 3) With the schemes of reinforcing landslide，tunnel excavation and tunnel supporting not only can the stability of landslide mass be guaranteed，but also can the security of tunnel construction be guaranteed．
赵志刚1张志军1李德武2赵炼恒3. 穿越滑坡段高速公路隧道综合防治技术研究[J]. 铁道工程学报, 2013, 30(3): 71-76.
ZHAO Zhi － gang1，ZHANG Zhi － jun1，LI De － wu2，ZHAO Lian － heng3. Research on Comprehensive Prevention and Control Technoloies for Expressway Tunnel Passing Through Landslide Area. 铁道工程学报, 2013, 30(3): 71-76.
Li Wenjun，Ma Huimin，Cao Yuli． Superficial Comment on the Problems of Slope Disease and Tunnel Deformation［J］． The Chinese Journal of Geological Hazard and Control，1995( 1) : 74 － 80．
Zhang Luxin，Zhou Depei． Cause of Creep Landslide Formation and Mechanism of Deformation of Tunnel ［J］． Chinese Journal of Rock Mechanics and Engineering，1999( 2) : 217 － 221．
Ma Huimin． Discussion on Problems of Slope Disaster and Tunnel Deformation［J］． Chinese Journal of Rock Mechanics and Engineering，2003( S2) : 2719 － 2724．
Tao Zhiping，Zhou Depei． The Geolocical Mechanics Models of Tunnel Deformation at Landslide Site and Engineering Controlling Measure ［J ］． Journal of Railway Engineering Society． 20061( 1) : 61 － 66．
Zhang Yongqiang． Preliminary Exploration on Relationship between Collapse Deformation and Mountain Defects of Tunnel Construction and Countermeasures on Nanning － Kunming Railway ［J］． Journal of Railway Engineering Society，1998( 3) : 104 － 107．
Pan Weidong，Zhang Luxin，Zhu Yuanlin，etc． Forecast Method of Mountain Disaster Using Tunnel Deformation Law in Slope Field ［J］ ． Chinese Journal of Rock Mechanics and Engineering，2001( 4) : 502 － 507．
Zhou Depei，Mao Jianqiang，Zhang Luxing， etc． Relationship between Tunnel Deformation with Slope Disasters and Its Prediction Model［J］． Journal of the China Railway Society，2002( 1) :81 86.
2013, Vol. 30 
版权所有 © 2014 《铁道工程学报》编辑部