砂卵石层盾构开挖面失稳分析及双参数掘进控制
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作者:
作者单位:

1.同济大学 道路与交通工程教育部重点实验室,上海 201804;2.同济大学 上海市轨道交通结构耐久与系统安全重点实验室,上海 201804

作者简介:

姚琦钰(1997—),男,博士生,主要研究方向为盾构隧道施工和地下注浆工程。 E-mail: yaoqiyu@tongji.edu.cn

通讯作者:

周顺华(1964—),男,教授,博士生导师,工学博士,主要研究方向为城市轨道与铁道工程。 E-mail: zhoushh@tongji.edu.cn

中图分类号:

TU94+1


Analysis of Shield Excavation Face Failure and Tunneling Control with Two Parameters in Sandy Cobble Strata
Author:
Affiliation:

1.Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji University, Shanghai 201804, China;2.Shanghai Key Laboratory of Rail Infrastructure Durability and System Safety, Tongji University, Shanghai 201804, China

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    摘要:

    为探究砂卵石层盾构施工的开挖面失稳过程和支护力设定方法,针对成都地铁盾构掘进施工超挖失稳实例,开展了三维工程离散元(EDEM)分析,对不同支护力分布形式的极限支护力和开挖面稳定性进行分析。进而结合盾构施工超挖失稳区段的掘进参数,考虑盾构机整体机械性能配置,提出了开挖面稳定性双参数控制建议值。结果表明,开挖面失稳位置与支护力分布形式有关,开挖面处于极限状态时,盾构上方0.75 DD为隧道直径)范围内产生土拱效应,当支护力逐渐减小至0.1 P0P0为初始静止状态支护力)时,失稳区发展到地面;盾构掘进时应保持土仓适当欠压,并降低刀盘转速,为可能遇到的大粒径漂石和土仓压力控制预留足够的富余扭矩。

    Abstract:

    To explore the failure process of excavation face and setting of support force during shield tunneling, a three-dimensional engineering discrete element method(EDEM) analysis is conducted for the excavation face failure case in sandy cobble strata of Chengdu Metro. The limit support pressure and excavation face stability are analyzed under the conditions of different support force distributions. Based on the tunneling data observed in the excavation face failure case, the suggested values of two parameters during shield tunneling is proposed for stability of excavation face considering the overall mechanical performance of shield machine. The results show that the failure position of the excavation face is related to the support force distribution. The soil arching effect occurs within 0.75 D above the shield as the excavation face is in the limit state. The failure zone gradually develops to ground surface as the support force decreases to 0.1 P0. The chamber pressure should be kept less than the static earth pressure with a low rotation speed of cutter head during tunneling, which is supposed to reserve enough cutter head torque for possible large size boulders and chamber pressure control.

    参考文献
    [1] GUO Peijun, ZHOU Shunhua. Arch in granular materials as a free surface problem[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2013, 37(9): 1048.
    [2] FU Longlong, ZHOU Shunhua, GUO Peijun, et al. Induced force chain anisotropy of cohesionless granular materials during biaxial compression[J]. Granular Matter, 2019, 21(3):52.
    [3] ZHOU Shunhua, GUO Peijun, STOLLE D F E. Interaction model for “shelled particles” and small-strain modulus of granular materials[J]. Journal of Applied Mechanics, 2018, 85(10): 101001.1.
    [4] 杨志浩. 砂卵石地层盾构施工引起的地层空洞稳定性研究[D]. 成都: 西南交通大学, 2016.YANG Zhihao. Study on stability of cavity caused by shield tunneling in sandy cobble stratum[D]. Chengdu: Southwest Jiaotong University, 2016.
    [5] GAO Mingzhong, ZHANG Zhilong, QIU Zhiqiang, et al. The mechanism of hysteretic ground settlement caused by shield tunneling in mixed-face conditions[J]. Geomechanics and Geophysics for Geo-Energy and Geo-Resources, 2018, 4(1): 51.
    [6] 周顺华, 高渠清, 崔之鉴. 开挖应力释放率计算模型[J]. 力学季刊, 1997, 21(1): 91.ZHOU Shunhua, GAO Quqing, CUI Zhijian. The algorithmic model of the release ratio of excavation stress[J]. Chinese Quarterly of Mechanics, 1997, 21(1): 91.
    [7] KAMATA H, MASHIMO H. Centrifuge model test of tunnel face reinforcement by bolting [J]. Tunnelling and Underground Space Technology, 2003, 18(2/3): 205.
    [8] 缪林昌, 王正兴, 石文博. 砂土盾构隧道掘进开挖面稳定理论与颗粒流模拟研究[J].岩土工程学报, 2015, 37(1): 98.MIAO Linchang, WANG Zhengxing, SHI Wenbo. Theoretical and numerical simulations of face stability around shield tunnels in sand[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(1): 98.
    [9] 孙潇昊, 缪林昌, 林海山. 不同埋深砂土盾构隧道掘进开挖面前方土拱效应研究[J]. 岩土力学, 2017, 38(10): 2980.SUN Xiaohao, MIAO Linchang, LIN Haishan. Arching effect of soil ahead of working face in shield tunnel in sand with various depths[J]. Rock and Soil Mechanics, 2017, 38(10): 2980.
    [10] CHAMBON P, CORTE J. Shallow tunnels in cohesionless soil: Stability of tunnel face[J]. Journal of Geotechnical Engineering, 1994, 120(7): 1148.
    [11] 李守巨, 屈福政, 曹丽娟, 等.土压平衡盾构机密封舱压力控制实验研究[J]. 煤炭学报, 2011, 36(6): 934.LI Shouju, QU Fuzheng, CAO Lijuan, et al. Experimental investigation about chamber pressure control of earth pressure balance shield[J]. Journal of China Coal Society, 2011, 36(6): 934.
    [12] YU H J, MOONEY M, BEZUIJEN A. A simplified excavation chamber pressure model for EPBM tunneling[J]. Tunnelling and Underground Space Technology, 2020, 103:103457.
    [13] 王明年, 魏龙海, 路军富, 等. 成都地铁卵石层中盾构施工开挖面稳定性研究[J]. 岩土力学, 2011, 32(1): 99.WANG Mingnian, WEI Longhai, LU Junfu, et al. Study of face stability of cobble-soil shield tunnelling at Chengdu metro[J]. Rock and Soil Mechanics, 2011, 32(1): 99.
    [14] CHEN R P, TANG L J, LING D S, et al. Face stability analysis of shallow shield tunnels in dry sandy ground using the discrete element method[J]. Computers and Geotechnics, 2011, 38(2): 187.
    [15] 孙玉永, 周顺华, 向科, 等. 近距离下穿既有隧道的盾构施工参数研究[J].中国铁道科学, 2010, 31(1): 54.SUN Yuyong, ZHOU Shunhua, XIANG Ke, et al. Study on shield construction parameters for passing through existing tunnel at a short distance[J]. Chinese Railway Science, 2010, 31(1): 54.
    [16] ERCELEBI S G, COPUR H, OCAK I. Surface settlement predictions for Istanbul Metro tunnels excavated by EPB-TBM[J]. Environmental Earth Sciences, 2011, 62(2): 357.
    [17] CHAKERI H,OZCELIK Y,UNVER B. Effects of important factors on surface settlement prediction for metro tunnel excavated by EPB[J]. Tunnelling and Underground Space Technology, 2013, 36(2): 14.
    [18] 杨旸, 谭忠盛, 彭斌, 等. 富水圆砾地层土压平衡盾构掘进参数优化研究[J]. 土木工程学报, 2017, 50(S1): 94.YANG Yang, TAN Zhongsheng, PENG Bin, et al. Study on optimization boring parameters of earth pressure balance shield in water-soaked round gravel strata[J]. China Civil Engineering Journal, 2017, 50(S1): 94.
    [19] YAO Qiyu, DI Honggui, JI Chang, et al. Ground collapse caused by shield tunneling in sandy cobble stratum and its control measures[J]. Bulletin of Engineering Geology and the Environment, 2020, 79(10): 5599.
    [20] ZHAO Yu, GONG Quanmei, TIAN Zhiyao, et al. Torque fluctuation analysis and penetration prediction of EPB TBM in rock–soil interface mixed ground[J]. Tunnelling and Underground Space Technology, 2019, 91: 103002.
    [21] 王春凯. 砂卵石地层盾构掘进参数控制方法研究[D]. 上海: 同济大学, 2010.WANG Chunkai. Study on control method of shield tunneling parameters in sandy cobble stratum[D]. Shanghai: Tongji University, 2010.
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姚琦钰,张润来,宫全美,周顺华.砂卵石层盾构开挖面失稳分析及双参数掘进控制[J].同济大学学报(自然科学版),2023,51(9):1407~1415

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  • 收稿日期:2022-11-07
  • 在线发布日期: 2023-09-27
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