Journal of Jilin University(Earth Science Edition) ›› 2018, Vol. 48 ›› Issue (5): 1596-1602.doi: 10.13278/j.cnki.jjuese.20180159

Previous Articles     Next Articles

Stability Classification of Tunnel Surrounding Rock During Shield TBM Construction Based on Fuzzy Comprehensive Evaluation

Yang Jihua1, Lu Xinjing1, Yan Changbin2, Qi Sanhong1, Guo Weixin1   

  1. 1. Yellow River Engineering Consulting Co., Ltd, Zhengzhou 450003, China;
    2. School of Civil Engineering, Zhengzhou University, Zhengzhou 450001, China
  • Received:2018-06-01 Online:2018-09-26 Published:2018-11-20
  • Supported by:
    Supported by National Natural Science Foundation of China (U1504523), Key Science and Technology Research Project of Henan (182102210014) and Independent Research and Development Project of Yellow River Engineering Consulting Co., Ltd(2016-ky56(2))

PDF (PC)

441

Abstract: Considering the difficulty of the traditional method in the classification and evaluation of surrounding rock stability of TBM tunnel, a new system of stability classification of the surrounding rock with shield TBM tunnel is developed. Based on the characters of a shield TBM construction and some regular classification methods, the evaluation factors were selected, including rock rebound value, cutterhead thrust, cutterhead torque, content of rock chips cut by TBM, groundwater flow and angle between the maximum principal stress and the tunnel axis. The multi-factor model of a stability analysis of surrounding rock was established by using fuzzy comprehensive evaluation method. The surrounding rock stability was quantitatively assessed by determining weight vector of impact factors and by selecting membership functions. This method was applied to the stability evaluation of tunnel surrounding rocks during a double shield TBM construction. The results showed that the tunnel sections of No. 1, 2, 3 and 4 were relatively stable, relatively stable, local stabile, and instable respectively. Their maximum membership degrees were 0.494, 0.403, 0.388, and 0.442, corresponding to the surrounding rocks of Ⅱ, Ⅱ, Ⅲ and Ⅳ. The developed method based on fuzzy comprehensive evaluation is reasonable, and the evaluation result is reliable. The research results have reference value for surrounding rock stability evaluation, surrounding rock classification, and support mode selection of shield TBM construction.

Key words: tunnel, shield TBM, surrounding rock stability, fuzzy-synthetical evaluation

CLC Number: 

  • U451.2
[1] 张镜剑, 傅冰骏. 隧道掘进机在我国应用的进展[J]. 岩石力学与工程学报, 2007, 26(2):226-238. Zhang Jingjian, Fu Bingjun. Advances in Tunnel Boring Machine Application in China[J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(2):226-238.
[2] 张镜剑. TBM的应用及其有关问题和展望[J]. 岩石力学与工程学报, 1999, 18(3):363-367. Zhang Jingjian. The Application and Some Problems of TBM and Its Prospects[J]. Chinese Journal of Rock Mechanics and Engineering, 1999, 18(3):363-367.
[3] 尹俊涛, 尚彦军, 傅冰骏, 等. TBM掘进技术发展及有关工程地质问题分析和对策[J]. 工程地质学报, 2005, 13(3):389-397. Yin Juntao, Shang Yanjun, Fu Bingjun, et al. Development of TBM-Excavation Technology and Analyses & Countermeasures of Related Engineering Geological Problems[J]. Journal of Engineering Geology, 2005, 13(3):389-397.
[4] 茅承觉. 我国全断面岩石掘进机(TBM)发展的回顾与思考[J]. 建设机械技术与管理, 2008, 21(5):81-84. Mao Chengjue. Review and Thoughts of Developmental Full Face Rock Tunnel Boring Machine(TBM) in China[J]. Construction Machinery Technology & Management, 2008, 21(5):81-84.
[5] Bieniaski Z T. Classification of Rock Masses for Engineering[M]. New York:Wiley, 1993.
[6] Barton N. Some New Q-Value Correlations to Assist in Site Characterization and Tunnel Design[J]. International Journal of Rock Mechanics & Mining Sciences, 2002, 39:185-216.
[7] 工程岩体分级标准GB50218-2014[S]. 北京:中国计划出版社,2014. Standard for Classification of Engineering Rock Masses GB50218-94[S]. Beijing:China Planning Press, 1994.
[8] 水利水电工程地质勘察规范GB50487-2008[S]. 北京:中国计划出版社,2009. Code for Geologic Investigation of Water Resources and Hydropower Engineering GB50487-2008[S]. Beijing:China Planning Press, 2009.
[9] 黄祥志. 基于渣料和TBM掘进参数的围岩稳定性分类方法研究[D]. 武汉:武汉大学, 2005. Huang Xiangzhi. The Research of the Methods of Surrounding Rock Masses Stability Classification Based on the Geological Documentation of Muck and the Boring Parameters of TBM[D]. Wuhan:Wuhan University, 2005.
[10] 黄扬一. 万安工程建基岩体回弹仪测试结果[J]. 大坝观测与土工测试, 1996, 20(3):39-42. Huang Yangyi. Schmidt Hammer in Foundation of Wan'an Dam[J]. Dam Observation and Geotechnical Tests, 1996, 20(3):39-42.
[11] 尚彦军, 杨志法, 李丽慧, 等. 黑洞大型古地下洞室群工程地质条件及岩体稳定性分析[J]. 吉林大学学报(地球科学版), 2015, 45(1):214-224. Shang Yanjun, Yang Zhifa, Li Lihui, et al. Study of the Engineering Geological Conditions and Rock Mass Stability of Heidong Large Ancient Underground Caverns[J]. Journal of Jilin University(Earth Science Edition), 2015, 45(1):214-224.
[12] 张鹏, 陈剑平, 张丽, 等. 隧道围岩断面轮廓分维数与岩体质量关系[J]. 吉林大学学报(地球科学版), 2010, 40(5):1110-1114. Zhang Peng, Chen Jianping, Zhang Li, et al. Relationship Between Fractal Dimension of Section Profile & Rock Quality of Tunnel Surrounding Rock Mass[J]. Journal of Jilin University(Earth Science Edition), 2010, 40(5):1110-1114.
[13] 许传华, 任青文. 地下工程围岩稳定性的模糊综合评判法[J]. 岩石力学与工程学报, 2004, 23(11):1852-1855. Xu Chuanhua, Ren Qingwen. Fuzzy-Synthetical Evaluation on Stability of Surrounding Rockmassed of Underground Engineering[J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(11):1852-1855.
[14] 盛继亮. 地下工程围岩稳定模糊综合评价模型研究[J]. 岩石力学与工程学报, 2003, 22(增刊1):2418-2421. Sheng Jiliang. Research on Fuzzy Synthetic Evaluation Model for the Stability of Surrounding Rocks of Underground Project[J]. Chinese Journal of Rock Mechanics and Engineering, 2003, 22(Sup.1):2418-2421.
[15] 段瑜. 地下采空区灾害危险度的模糊综合评价[D]. 长沙:中南大学, 2005. Duan Yu. The Fuzzy-Synthetical Evaluation of Goaf Disaster Hazard Degree[D]. Changsha:Central South University, 2005.
[16] 彭祖赠, 孙韫玉. 模糊数学及其应用[M]. 武汉:武汉大学出版社, 2002. Peng Zuzeng, Sun Yunyu. Fuzzy Mathematics and Its Application[M]. Wuhan:Wuhan University Press, 2005.
[17] 卢有杰, 卢家仪. 项目风险管理[M]. 北京:清华大学出版社, 1998. Lu Youjie, Lu Jiayi. Project Risk Management[M]. Beijing:Tsinghua University Press, 1998.
[1] Yang Zhongping, Zhao Kai, Gao Yuhao, Xiang Gonggu, Liu Xinrong. Mechanical Response of Tunnel Excavation in Deep Unconsolidated Soil-Rock Mixtures Backfill Based on Model Tests [J]. Journal of Jilin University(Earth Science Edition), 2025, 55(6): 1945-1957.
[2] Yang Jihua, Guo Weixin, Cui Zhen, Wan Weifeng, Yao Yang. Comprehensive Deduction of In-Situ Stress Field Characteristics in Long and Deep Buried Tunnels of Yellow River to Xining  Diversion Project [J]. Journal of Jilin University(Earth Science Edition), 2025, 55(2): 525-535.
[3] Xu Chenghua, He Zhengyu, Liu Gang, Shi Wei, Luo Zujiang. Three-Dimensional Numerical Simulation of Ground Settlement Caused by Metro Shield Excavation in Jiangbei New District, Nanjing, China [J]. Journal of Jilin University(Earth Science Edition), 2024, 54(4): 1316-1325.
[4] Zhang Xiaolin, Ying Li, Zhao Dong’an. Application of In-Situ Stress Measurement Technology of  Ultra Deep Survey Borehole ASR Method#br# [J]. Journal of Jilin University(Earth Science Edition), 2024, 54(1): 198-207.
[5] Ma Yinlong, Zhang Shiyu, Zhou Fujun, Sun Zhigang, Ren Jie. Impregnated Diamond Bit Optimal Design and Application in GanQing Tunnel [J]. Journal of Jilin University(Earth Science Edition), 2023, 53(6): 1845-1853.
[6] Ran Guangjiong, Yang Qiaochu, Wang Jian.

3D Geological Modeling Scheme for Super Long Tunnel Site [J]. Journal of Jilin University(Earth Science Edition), 2022, 52(3): 930-940.

[7] Lu Dechun, Ma Yiding, Wang Guosheng. Numerical Study on Ground Surface Vibration Response Under Train Load in Multi Adjacent Tunnels [J]. Journal of Jilin University(Earth Science Edition), 2021, 51(5): 1452-1462.
[8] Ou Xiaoqiang, Wang Shi, Li Yongliang, Liu Zhiqiang, Zheng Zongxi, Wu Jian. In-Situ Stress Analysis of Tunnel in Plate Suture Zone of Lhasa-Nyingchi Railway [J]. Journal of Jilin University(Earth Science Edition), 2019, 49(6): 1689-1697.
[9] Shi Youzhi, Hua Jianbing, Li Xiufang, Lin Shuzhi. Application of Response Displacement Method in Seismic Design of Underground Utility Tunnels [J]. Journal of Jilin University(Earth Science Edition), 2018, 48(6): 1785-1796.
[10] Yu Qingyang, Liu Wei, Nie Lei, Dai Shulin. Characteristic Analysis on Stress Ratio of Unsymmetrical Load Tunnel [J]. Journal of Jilin University(Earth Science Edition), 2018, 48(6): 1797-1803.
[11] Lin Yi, Liu Zhengping, Wang Zhaoling, Xiao Di. Numerical Simulation of TSP Fault Model [J]. Journal of Jilin University(Earth Science Edition), 2015, 45(6): 1870-1878.
[12] Wang Zhaoling, Liu Zhengping, Huang Yunyan, Huang Xianbin. Wavefield Modeling Based on the Finite Element Method for the Tunnel Seismic Prediction [J]. Journal of Jilin University(Earth Science Edition), 2014, 44(4): 1369-1381.
[13] Wang Yu,Xu Qiang,Chai Hejun,Liu Li,Xia Yuchao,Wang Xiaodong. Rock Burst Prediction in Deep Shaft Based on RBF-AR Model [J]. Journal of Jilin University(Earth Science Edition), 2013, 43(6): 1943-1949.
[14] LIU Bin, LI Shu-cai, LI Shu-chen, NIE Li-chao, ZHONG Shi-hang, SONG Jie, LIU Zheng-yu. Forward Modeling and Application of Electrical Resistivity Method for Detecting Water-Bearing Structure in Tunnel [J]. J4, 2012, 42(1): 246-253.
[15] WANG Wen-hua, WANG Qing, ZHAO Wen-ding. Shed Tunnel Structure Construction Technology in the Seasonal Frozen Region [J]. J4, 2011, 41(1): 168-171.
Viewed
Full text


Abstract

Cited
  Shared   
  Discussed   
[1] CHU Feng-you, SUN Guo-sheng,LI Xiao-min,MA Wei-lin, ZHAO Hong-qiao. The Growth Habit and Controlling Factors of the CobaltRich Crusts in Seamount of the Central Pacific[J]. J4, 2005, 35(03): 320 -0325 .
[2] ZHOU Li-ping, SHEN Xiang-dong, LI Xue-bin, BAI Zhong-qiang. Experiment Study of Mechanical Properties of Natual Pumice Powder Cement-Soil[J]. J4, 2009, 39(3): 492 -497 .
[3] HUANG Yu-long, WANG Pu-jun, SHAO Rui. Porosity and Permeability of Pyroclastic Rocks of the Yingcheng Formation in Songliao Basin[J]. J4, 2010, 40(2): 227 -236 .
[4] PAN Dian-qi,ZHANG Zu-pei,PAN Dian-cai,CHEN Yi-min,XU Rui. A Test Research on Longitudinal Wave Velocity of Artificial Frozen Clay Under Different Temperature and Moisture Conditions[J]. J4, 2006, 36(04): 588 -591 .
[5] FU Zhe，ZHOU Yun-xuan, LIU Dian-wei, LIU Wan-song. Design of the FeatureBased ObjectOriented Data Model and Implementation of Prototype System for a Virtual GIS[J]. J4, 2006, 36(04): 647 -652 .
[6] TENG Ji-wen, LIU Cai, HAN Li-guo, RUAN Xiao-min, YAN Ya-fen, ZHANG Yong-qian. The Dynamical Mechanism for Medium Rapture and Motion of Deep Matler on Wenchuan-Yingxiu MS8.0 Earthquarce,2008[J]. J4, 2009, 39(4): 559 -583 .
[7] LU Jin-cai, LI Yu-hong, WEI Xian-yang, WEI Jian-she. Research on the Depositional Environment and Resources Potential of the Oil Shale in the Chang7 Member,Triassic Yanchang Formation in the Ordos Basin[J]. J4, 2006, 36(6): 928 -0932 .
[8] HUANG Ji-guo,HUANG Guo-xin,NIE Guang-zheng,WEI Hai-juan,LV Ai-min,WANG Xue-song. Experimental Study on the Treatment of Landfill Leachate in a TwoPhase(UBF-UASB) Anaerobic System at Mid-Temperature[J]. J4, 2007, 37(1): 144 -0147 .
[9] SUN Cai-zhi, LIU Yu-lan, YANG Jun. Research on the Ecological and Sustainable Groundwater Table Regulation in the Lower Liaohe River Plain[J]. J4, 2007, 37(2): 249 -254 .
[10] SHU Ping, QU Yan-ming, WANG Guo-jun, DING Ri-xin, AI Xing-bo,JI Xue-yan, TANG Hua-feng, BIAN Wei-hua, WANG Pu-jun. Geological features of the volcanic reservoirs of the Songliao Basin and their geophysical detection[J]. J4, 2007, 37(4): 726 -0733 .
Copyright © Journal of Jilin University(Earth Science Edition), All Rights Reserved.
Tel: +86-431-88502374；13756165364　E-mail: xuebao1956@jlu.edu.cn
Powered by Beijing Magtech Co. Ltd