Abstract: Aiming at the common problems of tunnel excavation in coal-bearing strata in road construction at present, taking Taoziya Tunnel of Zhengxi Expressway as an example, the whole construction process of three construction methods for coal-bearing strata excavation was simulated. The stability of the surrounding rock and the supporting structure were analyzed, and the variation rules of stress, displacement and other parameters during the construction process were obtained and the construction suggestions were put forward. The results showed that the excavation method and temporary structure affected the stress distribution and deformation of surrounding rock and tunnel structure: for the step method, the temporary structure might be appropriately arranged to control the deformation in the lower half section; at the interface of the inclined rock strata, the CRD method and the core soil method should adjust the surrounding rock of each section to stabilize the rear surrounding rock according to the working conditions, and control the surrounding rock deformation during excavation. According to the above results, the construction scheme and supporting design could be optimized, which has reference significance for similar tunnel construction.
左宇军,万入祯,孙文吉斌,刘镐,林健云,娄义黎. 不同开挖工法对含煤系岩层隧道围岩稳定性影响[J]. 隧道与地下工程灾害防治, 2019, 1(4): 64-74.
ZUO Yujun, WAN Ruzhen, SUN Wenjibin, LIU Hao, LIN Jianyun, LOU Yili. The influence of different excavation methods on the stability of surrounding rock of tunnel in coal-bearing strata. Hazard Control in Tunnelling and Underground Engineering, 2019, 1(4): 64-74.
刘建忠,杨春和,李晓红,等. 万开高速公路穿越煤系层的隧道围岩蠕变特性的试验研究[J]. 岩石力学与工程学报,2004,23(22):3794-3798. LIU Jianzhong, YANG Chunhe, LI Xiaohong, et al. Testing study on creep of coal rocks in the tunnel of Wankai Speedway[J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(22): 3794-3798.
[2]
祝磊,洪宝宁. 粉状煤系土的物理力学特性[J]. 岩土力学,2009,30(5):1317-1322. ZHU Lei, HONG Baoning. Physico-mechanical characteristics of powdered soil of coal measure strata[J]. Rock and Soil Mechanics, 2009, 30(5):1317-1322.
李生杰,谢永利,吴丹泽,等. 穿越煤系地层隧道围岩大变形机制及处治研究[J]. 岩石力学与工程学报,2013,32(增刊2):3501-3508. LI Shengjie, XIE Yongli, WU Danze, et al. Research on mechanism of large deformation and countermeasures of surrounding rocks of tunnel through coal strata [J]. Chinese Journal of Rock Mechanics and Engineering, 2013, 32(Suppl.2):3501-3508.
[5]
王一鸣,任登富,王立川,等. 三联隧道穿越煤系岩层软岩大变形控制研究[J]. 地下空间与工程学报,2013,9(增刊1):1613-1619. WANG Yiming, REN Dengfu, WANG Lichuan, et al. Control of large deformation for soft rock of Sanlian Tunnel through coal-bearing strata[J]. Chinese Journal of Underground Space and Engineering, 2013, 9(Suppl.1):1613-1619.
[6]
蒲华,荣耀,李栋,等. 煤系地层隧道围岩大变形控制研究[J]. 公路交通科技,2017,12:269-272. PU Hua, RONG Yao, LI Dong, et al. Study on large deformation control of surrounding rock of tunnel in coal measure stratum[J]. Journal of Highway and Transportation Research and Development, 2017, 12:269-272.
康勇,杨春和,何正, 等. 煤系地层大跨度隧道围岩结构稳定性研究[J]. 岩土力学,2010,31(增刊1):266-270, 278. KANG Yong, YANG Chunhe, HE Zheng, et al. Stability analysis of surrounding rock structure of large-span tunnel passing through coal seams[J]. Rock and Soil Mechanics, 2010, 31(Suppl.1):266-270, 278.
[8]
齐甦, 杨家凯,刘进学. 钟公穿煤隧道围岩稳定性分析与施工[J]. 施工技术,2010,39(1):52-54. QI Su, YANG Jiakai, LIU Jinxue. Stability analysis and construction measures of Zhonggong Tunnel through coal seam[J]. Construction Technology, 2010, 39(1):52-54.
[9]
王占鲁,毛金龙,杨拯,等. 煤系地层不良地质条件下公路隧道支护设计方法[J]. 地下空间与工程学报,2015,11(增刊2):601-606. WANG Zhanlu, MAO Jinlong, YANG Zheng, et al. Research on design method of expressway tunnel in the conditions of coal measure strata[J]. Chinese Journal of Underground Space and Engineering, 2015, 11(Suppl.2):601-606.
[10]
韩光钦. 煤系地层不良地质条件下隧道施工技术研究[J]. 公路,2016,23(22):3794-3798. HAN Guangqin. Study on tunnel construction technology under unfavorable geological conditions in coal-bearing strata [J]. Highway, 2016, 23(22):3794-3798.
任育珍,杜俊,张伦华,等.浅埋软弱围岩隧道变形特征研究[J].现代隧道技术,2018,55(2):84-90,95. REN Yuzhen, DU Jun, ZHANG Lunhua, et al. Deformation characteristics of a shallow tunnel in soft rock[J]. Modern Tunnelling Technology, 2018, 55(2):84-90,95.
[12]
刘希亮,孙飞跃.基于数值模拟的隧道施工方案比选[J].土木工程与管理学报,2018,35(3):1-6,14. LIU Xiliang, SUN Feiyue. Comparison and selection of tunnel construction schemes based on numerical simulation[J]. Journal of Civil Engineering and Management, 2018, 35(3):1-6,14.
[13]
吴小萍,唐冬冬,华戈,等.开挖技术在麻栗垭隧道施工中的应用[J].公路工程,2018,43(4):176-179. WU Xiaoping, TANG Dongdong, HUA Ge, et al. Application of excavation technology in construction of Maliya Tunnel[J]. Highway Engineering, 2018, 43(4):176-179.
[14]
陈雪峰,姚晨晨,赵杰.深埋大断面公路隧道开挖方法数值模拟分析[J].公路工程,2015,40(3):152-156. CHEN Xuefeng, YAO Chenchen, ZHAO Jie. Simulating analyses for excavation methods of deep buried large-section highway tunnels[J]. Highway Engineering, 2015, 40(3):152-156.
[15]
管新邦.不同开挖方法对公路隧道围岩稳定影响分析[J].公路工程,2018,43(6):189-193. GUAN Xinbang. Analysis of influence of different excavation methods on surrounding rock stability of highway tunnels[J]. Highway Engineering, 2018, 43(6):189-193.
[16]
朱厚德. 某隧道开挖中围岩稳定性数值模拟[D]. 西安:西安理工大学,2017. ZHU Houde. Numerical simulation of surrounding rock stability during excavation of a tunnel[D]. Xi’an: Xi’an University of Technology, 2017.
[17]
LUO Y B, CHEN J X, HUANG P, et al. Deformation and mechanical model of temporary support sidewall in tunnel cutting partial section[J]. Tunnelling and Underground Space Technology, 2017, 61: 40-49.
[18]
季毛伟,吴顺川,高永涛,等. 双连拱隧道施工监测及数值模拟研究[J]. 岩土力学,2011,32(12):3787-3795. JI Maowei, WU Shunchuan, GAO Yongtao, et al. Construction monitoring and numerical simulation of multi-arch tunnel[J]. Rock and Soil Mechanics, 2011, 32(12):3787-3795.
[19]
黄明利,谭忠盛,郭家,等. 特大断面超浅埋隧道预留十字岩梁岩柱开挖技术[J]. 岩石力学与工程学报,2013,32(2):299-307. HUANG Mingli, TAN Zhongsheng, GUO Jia, et al. Excavation technology of super-large cross-section ultra-shallow tunnel with reserved cross rock beam-pillar method[J]. Chinese Journal of Rock Mechanics and Engineering, 2013, 32(2):299-307.