Treatment technology of water and mud inrush disaster in water-rich weathered granite tunnels
CHEN Weizhong1,2, YUAN Jingqiang1, HUANG Shiwu3, YANG Lei2
1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, Hubei, China; 2. Geotechnical and Structural Engineering Research Center, Shandong University, Jinan 250061, Shandong, China; 3. Guangxi Communications Investment Group Co., Ltd., Nanning 530022, Guangxi, China
Abstract: Water and mud inrush disaster occurs frequently in weathered granite regions with abundant water, which does tremendous harm to the construction of tunnels and surrounding environment. Combining with the treatment practice of water and mud inrush disaster of Junchang tunnel in Guangxi Zhuang Autonomous Region, the treatment principle of water and mud inrush disaster was determined firstly based on the characteristic analysis of water and mud inrush disasters. The composite curtain grouting technique was established for sealing groundwater and reinforcing the surrounding rock, based on the laboratory and field tests. And the comprehensive evaluation method of grouting effect was proposed in order to evaluate the implementation results of curtain grouting work. The proposed treatment technology had successfully solved the water and mud inrush disaster in Junchang tunnel. And the research results could provide reference and guide for the prevention and treatment of water and mud inrush disaster in similar geological conditions.
陈卫忠, 袁敬强, 黄世武, 杨磊. 富水风化花岗岩隧道突水突泥灾害防治技术[J]. 隧道与地下工程灾害防治, 2019, 1(3): 32-38.
CHEN Weizhong, YUAN Jingqiang, HUANG Shiwu, YANG Lei. Treatment technology of water and mud inrush disaster in water-rich weathered granite tunnels. Hazard Control in Tunnelling and Underground Engineering, 2019, 1(3): 32-38.
李炳元,潘保田,程维明,等. 中国地貌区划新论[J]. 地理学报,2013,68(3):291-306. LI Bingyuan, PAN Baotian, CHENG Weiming, et al. Research on geomorphological regionalization of China[J]. Acta Geographica Sinica, 2013, 68(3):291-306.
[2]
陈卫忠,曹俊杰,于洪丹,等. 强风化花岗岩弹塑性本构模型研究(I):理论模型及参数反演[J].岩土力学,2011,32(11):3207-3211. CHEN Weizhong, CAO Junjie, YU Hongdan, et al. Study of elastoplastic constitutive model of strongly weathered granite: part I:theoretical model and parameter inversion[J]. Rock and Soil Mechanics, 2011, 32(11):3207-3211.
张顶立,孙锋,李鹏飞. 海底隧道复合注浆机制研究及工程应用[J]. 岩石力学与工程学报,2012,32(3):445-452. ZHANG Dingli, SUN Feng, LI Pengfei. Mechanism of composite grouting in subsea tunnel and its application[J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 32(3):445-452.
[5]
崔红琴. 超浅埋富水全风化花岗岩大断面隧道施工技术[J]. 铁道建筑技术,2014(3):1-4. CUI hongqin. Construction technology of ultra shallow water rich fully weathered granite and large section tunnel [J]. Railway Construction Technology, 2014(3):1-4.
[6]
尚彦军,王思敬,岳中琦,等. 全风化花岗岩孔径分布-颗粒组成-矿物成分变化特征及指标相关性分析[J]. 岩土力学,2004,25(10):1545-1550. SHANG Yanjun, WANG Sijing, YUE Zhongqi, et al. Variation features of pore radius and particle diameter distributions and mineral content of completely decomposed granite and correlation of parameters[J]. Rock and Soil Mechanics, 2004, 25(10):1545-1550.
[7]
吴能森. 花岗岩残积土的分类研究[J]. 岩土力学,2006,27(12):2299-2304. WU Nengsen. Study on classification of granite residual soils[J]. Rock and Soil Mechanics, 2006, 27(12):2299-2304.
[8]
张顶立,孙锋,李鹏飞. 海底隧道复合注浆机制研究及工程应用[J]. 岩石力学与工程学报,2012,32(3):445-452. ZHANG Dingli, SUN Feng, LI Pengfei. Mechanism of composite grouting in subsea tunnel and its application[J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 32(3):445-452.
[9]
李治国,孙振川,王小军,等. 厦门翔安海底服务隧道F1风化槽注浆堵水技术[J]. 岩石力学与工程学报,2007,26(增刊2):3841-3848. LI Zhiguo, SUN Zhenchuan, WANG Xiaojun, et al. Grouting technology for water blockage of weathered slot F1 in Xiamen Xiang'an subsea service tunnel[J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 22(Suppl.2):3841-3848.
[10]
袁敬强,陈卫忠,黄世武,等. 全强风化花岗岩隧道突水灾害机制与协同治理技术研究[J]. 岩石力学与工程学报,2016,35(增刊2):4164-4171. YUAN Jingqiang, CHEN Weizhong, HUANG Shiwu, et al. Mechanism and synergetic treatment technology of water inrush disaster incompletely and strongly weathered granite tunnels[J]. Chinese Journal of Rock Mechanics and Engineering, 2016, 35(Suppl.2):4164-4171.
[11]
袁敬强,陈卫忠,黄世武,等. 全风化花岗岩注浆加固特性试验研究[J]. 岩石力学与工程学报,2016,35(增刊1):2876-2882. YUAN Jingqiang, CHEN Weizhong, HUANG Shiwu, et al. Experimental study on physico-mechanical properties of grouted completely weathered granite[J]. Chinese Journal of Rock Mechanics and Engineering, 2016, 35(Suppl.1):2876-2882.
[12]
刘金泉,陈卫忠,袁敬强. 全风化花岗岩注浆加固体抗冲刷特性试验研究[J]. 岩石力学与工程学报,2016,35(9): 1767-1775. LIU Jinquan, CHEN Weizhong, YUAN Jingqiang. Test on anti-scouring property of grouting reinforced body in completely weathered granite[J]. Chinese Journal of Rock Mechanics and Engineering, 2016, 35(9): 1767-1775.
[13]
王凯,李术才,杨磊,等. 全风化花岗岩加固特性注浆模拟试验[J]. 天津大学学报(自然科学与工程技术版),2017,50(11):1199-1209. WANG Kai, LI Shucai, YANG Lei, et al. Grouting simulation experiment on reinforcement characteristics of completely weathered granite[J]. Journal of Tianjin University(Science and Technology), 2017, 50(11):1199-1209.