(1. Geological Innovation Studio of China Railway Eryuan Engineering Group Co. Ltd， Chengdu， Sichuan 610031， China; 2. China Railway Eryuan Engineering Group Co. Ltd，Chengdu，Sichuan 610031，China)
Abstract：Abstract ： Research purposes ： Based on the geological background of the complicated geological condition such as the intricate and active tectonic condition，extremely significant seismic effect，high tectonic stress field property，and soft and crushed formation anthology，which is under construction for the Chengdu - Lanzhou railway，the larger deformation phenomenon of tunnel which possessed the characteristic of soft and crushed surrounding rock in meizoseismal areas is relatively common. Based on the analysis of the survey，test data and deformation monitoring data，this article analyzed and researched the genetic mechanism of larger deformation of soft and crushed rock tunnel in meizoseismal areas from several aspects such as the engineering geological condition， formation anthology，tectonic，underground water， earthquake and stress field in engineering geological perspective. Research conclusions ：( 1 ) The section of larger deformation is located in the domain of influence of Pengxian - Guanxian fault zone in front of Longmen mountains fault in Wenchuan “ 5. 12" seismic area， with the extremely significant cracked and crushed surrounding rock effect. ! 2" The larger deformation was mainly shown as the deformation failure with the settlement of primary lining crown, splitting, clearance - intrusion and spilling of tunnel side wall, steel torsion and so on. (3) The deformation section was strongly influenced by Longmen mountain fault structure and Wenchuan "5. 12" earthquake, joint fissure of rock mass is developmental, the geologic origin mechanism of larger deformation failure could be summarized that ： the soft and cashed surrounding rock was the material basis of larger deformation, the intricate high stress field was the mechanics condition of larger deformation, and the action of the bedding lateral pressure caused by discontinuities and the groundwater softening further heightened larger deformation. We should enhance the management of monitoring measurement of primary lining, feed back and analyze timely the monitoring data of deformation to estimate scientifically and accurately the formation mechanism of larger deformation. (5 ) The analysis methods and conclusions can be widely applied in the survey and construction of the larger deformation of soft and crushed surrounding rock tunnel in similar geological condition in meizoseismal areas.
宋章1,杜宇本1,陶玉敬2,袁传保2. 强震区成兰铁路某隧道大变形地质成因分析[J]. 铁道工程学报, 2016, 33(10): 91-94.
SONG Zhang1，DU Yu - ben1，TAO Yu - jing2，YUAN Chuan - bao2. Analysis of the Geologic Origin of Large Deformation of a Tunnel of Chengdu - Lanzhou Railway in Meizoseismal Areas. Journal of Railway Engineering Society, 2016, 33(10): 91-94.
2016, Vol. 33 
版权所有 © 2014 《铁道工程学报》编辑部