含气地层盾构施工引起的土体变形理论研究

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Abstract When a shield tunnel passes through a gas-bearing formation，the presence of shallow gas will affect the normal construction of the subway. Relying on an actual project of a shield tunneling through gas-bearing strata，a theoretical calculation formula for soil deformation caused by shield construction in gas-bearing formations was proposed for the first time by equalizing the soil deformation after deflation to the local uniform settlement and considering construction factors including soil squeezing effect，soil softening，grouting pressure and soil loss. The research shows that the theoretical calculation results are in good agreement with the measured data，and can better reflect the characteristics of surface deformation caused by shield tunneling in gas-bearing formations. Comparison with the surface deformation characteristics of saturated soil layers indicates that the matrix suction in the gas-bearing formations caused by the residual gas respectively increases the uplift deformation of the soil in front of the shield and the settlement deformation behind the shield tail by about 30% and 20%. When the gas-bearing layer is thick，the air-bearing soil friction in front of the shield excavation is relatively large. In the theoretical calculation and analysis，the cutter head thrust correction coefficient or the interface friction angle can be appropriately increased.

Key words： tunnelling engineering gas-bearing formation shallow gas shield construction soil deformation

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	Articles by authors
	DING Zhi1
	2
	HE Chenyang1
	2
	DONG Yuqing1
	WU Yong3
	FENG Conglie1

Cite this article:

DING Zhi1,2,HE Chenyang1, et al. Theoretical research on soil deformation caused by shield construction in gas-bearing stratum[J]. , 2021, 40(11): 2330-2343.

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https://rockmech.whrsm.ac.cn/EN/Y2021/V40/I11/2330

[1] 郭爱国，孔令伟，沈林冲，等. 地铁建设中浅层气危害防治对策研究[J]. 岩土力学，2013，34(3)：769–775.(GUO Aiguo，KONG Lingwei，SHEN Linchong，et al. Study of disaster countermeasures of shallow gas in metro construction[J]. Rock and Soil Mechanics，2013，34(3)：769–775.(in Chinese))
[2] 唐益群，叶为民，张庆贺. 长江口软土层中沼气与隧道安全施工技术研究[J]. 同济大学学报：自然科学版，1996，24(4)：465–470.(TANG Yiqun，YE Weimin，ZHANG Qinghe. Marsh gas in soft stratum at the estuary of the Yangtse River and safety measures of construction of the tunnel[J]. Journal of Tongji University：Natural Science，1996，24(4)：465–470.(in Chinese))
[3] 徐贵来，樊永生，刘红卫. 武汉地铁二号线汉口火车站—范湖站区间地下有害气体特征分析[J]. 资源环境与工程，2012，26(6)：612–616.(XU Guilai，FAN Yongsheng，LIU Hongwei. Characteristic analysis of underground harmful gases of Wuhan No.2 subway line[J]. Resources Environment and Engineering，2012，26(6)：612–616.(in Chinese))
[4] 江峰. 福州轻轨交通环境地质问题分析[J]. 安全与环境工程，2010，17(1)：45–50.(JIANG Feng. Assessment of geological hazards along Fuzhou light rail[J]. Safety and Environmental Engineering，2010，17(1)：45–50.(in Chinese))
[5] 王勇，孔令伟，郭爱国. 有控放气措施下含浅层气地层的一维变形分析[J]. 岩土力学，2011，32(增1)：241–246.(WANG Yong，KONG Lingwei，GUO Aiguo. Analysis of one-dimensional deformation of shallow gassy stratum caused by controlling gas release[J]. Rock and Soil Mechanics，2011，32(Supp.1)：241–246.(in Chinese))
[6] 魏纲，徐日庆. 软土隧道盾构法施工引起的纵向地面变形预测[J]. 岩土工程学报，2005，27(9)：1 077–1 081.(WEI Gang，XU Riqing. Prediction of longitudinal ground deformation due to tunnel construction with shield in soft soil[J]. Chinese Journal of Geotechnical Engineering，2005，27(9)：1 077–1 081.(in Chinese))
[7] 唐晓武，朱季，刘维，等. 盾构施工过程中的土体变形研究[J]. 岩石力学与工程学报，2010，29(2)：417–422.(TANG Xiaowu，ZHU Ji，LIU Wei，et al. Research on soil deformation during shield construction process[J]. Chinese Journal of Rock Mechanics and Engineering，2010，29(2)：417–422.(in Chinese))
[8] 林存刚，张忠苗，吴世明，等. 软土地层盾构隧道施工引起的地面隆陷研究[J]. 岩石力学与工程学报，2011，30(12)：2 583–2 592. (LIN Cungang，ZHANG Zhongmiao，WU Shiming，et al. Study of ground heave and subsidence induced by shield tunnelling in soft ground[J]. Chinese Journal of Rock Mechanics and Engineering，2011，30(12)：2 583–2 592.(in Chinese))
[9] 梁荣柱，夏唐代，林存刚，等. 盾构推进引起地表变形及深层土体水平位移分析[J]. 岩石力学与工程学报，2015，34(3)：583–593.(LIANG Rongzhu，XIA Tangdai，LIN Cungang，et al. Analysis of ground surface displacement and horizontal movement of deep soils induced by shield advancing[J]. Chinese Journal of Rock Mechanics and Engineering，2015，34(3)：583–593.(in Chinese))
[10] 吴昌胜，朱志铎，宋世攻，等. 软土地层大直径泥水盾构掘进引起的地面变形分析[J]. 岩土工程学报，2019，41(增1)：169–172.(WU Changsheng，ZHU Zhiduo，SONG Shigong，et al. Ground settlement caused by large-diameter slurry shield during tunnel construction in soft soils[J]. Chinese Journal of Geotechnical Engineering，2019，41(Supp.1)：169–172.(in Chinese))
[11] 丁智，王凡勇，魏新江，等. 饱和土盾构施工引起的三维土体变形及孔隙水压力研究[J]. 岩石力学与工程学报，2018，37(9)：2 189– 2 199.(DING Zhi，WANG Fanyong，WEI Xinjiang，et al. Three- dimensional deformation and pore pressure caused by shield construction in saturated soil[J]. Chinese Journal of Rock Mechanics and Engineering，2018，37(9)：2 189–2 199.(in Chinese))
[12] OH J Y，PARK H，KIM D，et al. Study on the effect of tail void grouting on the short-and long-term surface settlement in the shield TBM Tunneling using numerical analysis[J]. Journal of Korean Tunnelling and Underground Space Association，2017，19(2)：265–281.
[13] LI Y，CUI Z D，TAN J. Numerical simulation of longitudinal settlement of shield tunnel in the coastal city Shanghai[J]. Marine Georesources and Geotechnology，2017，35(3)：365–370.
[14] LUO Z J，LI Z，TAN J，et al. Three-dimensional fluid-soil full coupling numerical simulation of ground settlement caused by shield tunneling[J]. European Journal of Environmental and Civil Engineering，2018，26(1)：1–15.
[15] LI Z，LUO Z J，XU C H，et al. 3D fluid-solid full coupling numerical simulation of soil deformation induced by shield tunneling[J]. Tunnelling and Underground Space Technology，2019，90(8)：174–182.
[16] DING Z，WEI X J，ZHANG X，et al. Analysis of the field monitoring data on soil movements and adjacent building settlement due to shield tunnelling[J]. Engineering Computations，2019，36(4)：1 219–1 237.
[17] ZHAO W，JIA P，ZHU L，et al. Analysis of the additional stress and ground settlement induced by the construction of double-o-tube shield tunnels in sandy soils[J]. Applied Sciences，2019，9(7)：1 399.
[18] CHEN R P，ZHU J，LIU W，et al. Ground movement induced by parallel EPB tunnels in silty soils[J]. Tunnelling and Underground Space Technology，2011，26(1)：163–171.
[19] 丁智，王凡勇，魏新江. 软土双线盾构施工地表变形实测分析与预测[J]. 浙江大学学报：工学版，2019，53(1)：66–73.(DING Zhi，WANG Fanyong，WEI Xinjiang. Field analysis and prediction of surface deformation in soft soil double-line shield construction[J]. Journal of Zhejiang University：Engineering Science，2019，53(1)：66–73.(in Chinese))
[20] SOBKOWIKZ J C. The mechanics of gassy sediments[Ph. D. Thesis][D]. Alberta：University of Alberta，1982.
[21] 陈少平，孙家振，沈传波，等. 杭州湾地区浅层气成藏条件分析[J]. 华东地质学院学报，2003，26(4)：352–356.(CHEN Shaoping，SUN Jiazhen，SHEN Chuanbo，et al. Reservoir formation condition of shallow gas in the area of Hangzhou bay[J]. Journal of East China Institute of Geology，2003，26(4)：352–356.(in Chinese))
[22] 卢浩，王明洋，戎晓力，等. 含气地层中气体释放对盾构隧道稳定性影响研究[J]. 岩土力学，2013，34(增1)：301–306.(LU Hao，WANG Mingyang，RONG Xiaoli，et al. Study of influence of gas entering tunnel on stability of shield tunnel in gassy soil layer[J]. Rock and Soil Mechanics，2013，34(Supp.1)：301–306.(in Chinese))
[23] 唐益群，刘冰洋，赵书凯，等. 高压沼气对浅部砂质粉土工程性质的影响[J]. 同济大学学报：自然科学版，2004，32(10)：65–68.(TANG Yiqun，LIU Bingyang，ZHAO Shukai，et al. Research on influence of high-pressure marsh gas on sandy silt engineering[J]. Journal of Tongji University：Natural Science，2004，32(10)：65–68.(in Chinese))
[24] 陈振建. 半无限饱和土内部作用集中力的初值解[J]. 水利水运科学研究，2000，(2)：33–38.(CHEN Zhenjian. Initial value solution of internal concentrated force in semi-infinite saturated soil[J]. Journal of Nanjing Hydraulic Research Institute，2000，(2)：33–38.(in Chinese))
[25] MCNAMME J，GIBSON R E. Displacement function and linear transform applied to diffusion through porous elastic media[J]. Quarterly Journal of Mechanics and Applied Mathematics，1960，13(1)：98–111.
[26] SCHIFFMAN R L，FUNGAROLI A A. Consolidation due to tangential loads[C]// Proceedings of the 6th International Conference on Soil Mechanics and Foundation Engineering. Montreal：[s. n.]，1965：188–192.
[27] MAURICE A B. General Theory of three-dimensional consolidation[J]. Journal of Applied Physics，1941，12(2)：155.
[28] SNEDDON I N. Fourier transforms[M]. New York：McGraw-Hill，1951：52–57.
[29] 钟方杰. 浅层储气砂土的气藏压力状态与应力路径力学效应研究[硕士学位论文][D]. 武汉：中国科学院武汉岩土力学研究所，2007. (ZHONG Fangjie. Research on pressure characteristics of gas reservoir and mechanical effect of stress path for shallow gassy sand[M. S. Thesis][D]. Wuhan：Institute of Rock and Soil Mechanics，Chinese Academy of Sciences，2007.(in Chinese))
[30] 王洪新. 土压平衡盾构刀盘挤土效应及刀盘开口率对盾构正面接触压力影响[J]. 土木工程学报，2009，42(7)：113–118.(WANG Hongxin. Effect of cutter head compressing the front soil and influence of head aperture ratio on contact pressure of EPB shield to the front soil[J]. China Civil Engineering Journal，2009，42(7)：113–118.(in Chinese))
[31] 孙振华，杨天鸿，安琦，等. 基于IAGA+M-SVR的岩土参数反分析方法及其工程应用[J]. 金属矿山，2020，(4)：32–38.(SUN Zhenhua，YANG Tianhong，AN Qi，et al. Back Analysis Method of Geotechnical Parameters based on IAGA+M-SVR and Its application[J]. Metal Mine，2020，(4)：32–38.(in Chinese))
[32] BEZUIJEN A. Bentonite and grout flow around a TBM[C]// ITA World Tunnel Congress. London：Taylor and Francis Group，2007：383–388.
[33] 杨琪，耿萍，唐睿，等. 非饱和地层中盾构隧道壁后注浆浆液渗透扩散机制[J]. 中国铁道科学，2020，41(6)：100–108.(YANG Qi，GENG Ping，TANG Rui，et al. Slurry seepage and diffusion mechanism of shield tunnel backfilling grouting in unsaturated stratum[J]. China Railway Science，2020，41(6)：100–108.(in Chinese))
[34] ALONSO E E，JOSA A，LEDESMA A. Negative skin friction on piles：a simplified analysis and prediction procedure[J]. Geotechnique，1984，34(3)：341–357.
[35] 林存刚. 盾构掘进地面隆陷及潮汐作用江底盾构隧道性状研究[博士学位论文][D]. 杭州：浙江大学，2014.(LIN Cungang. Research on shield tunnelling-induced ground surface heave and subsidence and behavior of underwater shield-driven tunnels subject to tidal bores [Ph. D. Thesis][D]. Hangzhou：Zhejiang University，2014.(in Chinese))
[36] 叶飞，苟长飞，陈治，等. 盾构隧道同步注浆引起的地表变形分析[J]. 岩土工程学报，2014，36(4)：618–624.(YE Fei，GOU Changfei，CHEN Zhi，et al. Ground surface deformation caused by synchronous grouting of shield tunnels[J]. Chinese Journal of Geotechnical Engineering，2014，36(4)：618–624.(in Chinese))
[37] 羌培. 超大直径土压平衡盾构最佳施工参数匹配研究[博士学位论文][D]. 上海：上海大学，2015.(WU Pei. The research of perfect matching of tunneling parameter for super large diameter earth pressure balance machine[Ph. D. Thesis][D]. Shanghai：Shanghai University，2015.(in Chinese))
[38] 苟长飞，叶飞，张金龙，等. 盾构隧道同步注浆充填压力环向分布模型[J]. 岩土工程学报，2013，35(3)：590–598.(GOU Changfei，YE Fei，ZHANG Jinlong，et al. Ring distribution model of filling pressure for shield tunnels under synchronous grouting[J]：Chinese Journal of Geotechnical Engineering，2013，35(3)：590–598.(in Chinese))
[39] 白云，戴志仁，张莎莎，等. 盾构隧道同步注浆浆液压力扩散模式研究[J]. 中国铁道科学，2011，32(4)：38–45.(BAI Yun，DAI Zhiren，ZHANG Shasha，et al. Sudy on grout pressure dissipation mode in simultaneous backfill grouting during shield tunneling[J]. China Railway Science，2011，32(4)：38–45.(in Chinese))
[40] SAGASETA C. Analysis of undrained soil deformation due to ground loss[J]. Geotechnique，1987，37(3)：301–320.
[41] 魏纲，张世民，齐静静，等. 盾构隧道施工引起的地面变形计算方法研究[J]. 岩石力学与工程学报，2006，25(增1)：3 317–3 323. (WEI Gang，ZHANG Shimin，QI Jingjing，et al. Study on calculation method of ground deformation induced by shield tunnel construction[J]. Chinese Journal of Rock Mechanics and Engineering，2006，25(Supp.1)：3 317–3 323.(in Chinese))
[42] LEE K M，ROWE R K，LO K Y. Subsidence owing to tunneling(I)：estimating the gap parameter[J]. Canadian Geotechnical Journal，1992，29(6)：929–940.