Abstract：Abstract：Research purposes： When Daliang tunnel of the Lanzhou-Xinjiang second railway constructs to the contact zone of the limestone and the slate in the syncline wing, sudden water & mud bursting disasters occurred many times, and the largest water inflow was 10 000 m3/h, the total of the mud-sand and stone was 20 000 m3,the deposition in the tunnel length was 236 m. Through the analysis of the reasons for water and mud bursting disasters, the effective management program was taken, the good processing effect was obtained.
Research conclusions：(1) In the contact zone of the soft and hard rock in deep railway tunnel syncline wings, because of good water conductivity, soft rock crushes, is prone to water and mud bursting.Therefore, should strengthen the advanced geological prediction during construction, to prevent disasters. (2)After the tunnel water and mud bursting occurred, it is necessary to evaluate the risk of dredging. Dredging the reasonable position should be promptly applied for the wall, to prevent the occurrence of secondary disasters. (3) For the tunnel water and mud bursting, take "positive closure, side circuitous, high interception" measures, can form processing working face, and open up new forms of working face, both ends flanking the processing situation, at the same time, high water interception can reduce the difficulty of the breach processing. The engineering practice has proved that, "both ends flanking, grouting, pipe shed support" measure is the effective method for treatment of water and mud bursting. (4)The research findings can be applied in the similar tunnel for treatment of water and mud bursting.
张民庆1 何志军1 黄鸿健2 任少强3 单红雨4. 兰新二线大梁隧道突水突泥原因分析与治理[J]. 铁道工程学报, 2015, 32(3): 77-.
ZHANG Min-qing1，HE Zhi-jun1，HUANG Hong-jian2，REN Shao-qiang3，SHAN Hong-yu4. Causal Analysis and Governance of the Water & Mud Bursting in Daliang Tunnel on Lanzhou-Xinjiang Second Railway
［1］张民庆,彭峰. 地下工程注浆技术［M］. 北京:地质出版社,2008.
Zhang Minqing,Peng Feng. Grouting Technology Underground Works［M］. Beijing:Geological Publishing House,2008.
［2］张民庆,张梅.高压富水断层外“堵内固注浆法”设计新理念与工程实践［J］. 中国工程科学,2009(12):26-34.
Zhang Minqing,Zhang Mei. Design New Ideas and Engineering Practice of High-Pressure Water-Rich Fault “Outside Block and Inside Strenghthen Grouting”［J］. Engineering Sciences,2009(12):26-34.
［3］张民庆,黄鸿健. 齐岳山隧道高压裂隙水注浆堵水技术［J］. 铁道工程学报,2010(1):68-72.
Zhang Minqing,Huang Hongjian. Technology for Blocking Water by Grouting for High-Pressure Cranny Water of Qiyueshan Tunnel［J］. Journal of Railway Engineering Society,2010(1):68-72.
［4］张梅,张民庆,孙国庆. 宜万铁路野三关隧道高压富水充填溶腔溃口处理技术［J］. 铁道工程学报,2010(3):81-86.
Zhang Mei,Zhang Minqing,Sun Guoqing. Technology for Treating Burst Port of Filling Solution Cavity with High-pressure and Rich Water of Yesanguan Tunnel on Yichang-Wanzhou Railway［J］. Journal of Railway Engineering Society,2010(3):81-86.
［5］张民庆,孙国庆. 隧道突泥突水灾害处治技术［J］. 现代隧道技术,2011(6):117-123.
Zhang Minqing,Sun Guoqing. Treatment Technology for Mud and water Bursting in Tunneling［J］. Modern Tunnelling Technology,2011(6):117-123.
［6］张民庆,汪纲领,孙国庆. 南广铁路白云隧道断层突泥灾害治理技术［J］. 铁道工程学报,2012(3):69-73.
Zhang Minqing,Wang Gangling,Sun Guoqing. Treatment Technology for Mud Bursting of Baiyun Tunnel of Nanning-Guangzhou Railway in Fault［J］. Journal of Railway Engineering Society,2012(3):69-73.
版权所有 © 2014 《铁道工程学报》编辑部