土压平衡盾构掘进对散粒体地层扰动和开挖面破坏特性研究

doi:10.13722/j.cnki.jrme.2016.0075

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Abstract The scaled driving test was carried out to study the disturbance of EPB shield tunneling to the sandy cobble stratum and sandy stratum using ? 800 mm EPB shield tunneling system. The deformation and failure mode of the excavation face were analyzed using DEM. The profile of three-dimensional trough of surface settlement in sandy stratum has the shape of “round funnel” with a gradual contraction from top to bottom while that in sandy cobble stratum looks like a “Valley”. The width coefficient of surface cross-section trough of sandy cobble stratum is smaller than that of sandy stratum. The subsurface trough width parameter of both stratum increased linearly with the depth ratio. When the depth ratios are the same，the subsurface trough width parameter of sandy stratum is larger than that of sandy cobble stratum. The time-effect curve of ground settlement of sandy stratum shows gradual and continuous characteristics while that of the sandy cobble stratum shows settlement jumps. The deformation and failure modes of the excavation face in both stratum show a chimney shape，but the disturbance scope in sandy cobble stratum due to excavation is smaller than that in sandy stratum.

Key words： tunnelling engineering earth pressure balance(EPB) granular mixtures stratum scaled d

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	Articles by authors
	HU Xiongyu
	YAN Qixiang
	HE Chuan
	YANG Xingyu

Cite this article:

HU Xiongyu,YAN Qixiang,HE Chuan, et al. Study on the disturbance and excavation face failure feature of granular mixtures stratum due to EPB shield tunneling[J]. , 2016, 35(8): 1618-1627.

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https://rockmech.whrsm.ac.cn/EN/10.13722/j.cnki.jrme.2016.0075 OR https://rockmech.whrsm.ac.cn/EN/Y2016/V35/I8/1618

[1] 江英超，何川，方勇，等. 盾构施工对黄土地层的扰动及管片衬砌受荷特征[J]. 中南大学学报：自然科学版，2013，44(7)：2 934–    2 941.(JIANG Yingchao，HE Chuan，FANG Yong，et al. Soil disturbance caused by shield tunneling and segment lining loading characteristics in loess strata[J]. Journal of Central South University：Science and Technology，2013，44(7)：2 934–2 941.(in Chinese))
[2] 李海峰. 卵石含量高、粒径大的富水砂卵石地层中盾构选型研究[J].现代隧道技术，2009，46(1)：57–63.(LI Haifeng. Design of a shield driving in water-saturated cobble and sand stratum with high content of large-grain cobbles[J]. Modern Tunneling Technology，2009，46(1)：57–63.(in Chinese))
[3] 江英超，何川，胡雄玉，等. 砂土地层盾构隧道施工对地层扰动的室内掘进试验研究[J]. 岩石力学与工程学报，2013，32(12)：2 550–2 559.(JIANG Yingchao，HE Chuan，HU Xiongyu，et al. Laboratory test study of soil disturbance caused by shield tunneling in sandy strata[J]. Chinese Journal of Rock Mechanics and Engineering，2013，32(12)：2 550–2 559.( in Chinese))
[4] 何川，李迅，江英超，等. 黄土地层盾构隧道施工的掘进试验研究[J]. 岩石力学与工程学报，2013，32(9)：1 736–1 743.(HE Chuan，LI Xun，JIANG Yingchao，et al. Laboratory test on shield tunneling in loess stratum[J]. Chinese Journal of Rock Mechanics and Engineering，2013，32(9)：1 736–1 743.(in Chinese))
[5] 徐前卫，朱合华，丁文其，等. 均匀软质地层条件下土压平衡盾构施工刀盘切削扭矩分析[J]. 岩土工程学报，2010，32(1)：47–54.(XU Qianwei，ZHU Hehua，DING Wenqi，et al. Cutting torque during tunneling process of earth pressure balance shield machine in homogeneous ground[J]. Chinese Journal of Geotechnical Engineering，2010，32(1)：47–54.( in Chinese))
[6] 朱合华，徐前卫，郑七振，等. 软土地层土压平衡盾构施工参数的模型试验研究[J]. 土木工程学报，2007，40(9)：87–94.(ZHU Hehua，XU Qianwei，ZHENG Qizhen，et al. Experimental study on the working parameters of EPB shield tunneling in soft ground[J]. China Civil Engineering Journal，2007，40(9)：87–94.(in Chinese))
[7] SHIMADA T. 隧道开挖中的地表下沉模型试验[J]. 隧道译丛，1983，(5)：38–41.(SHIMADA T. Surface subsidence model test during tunnel excavation[J]. Modern Tunnelling Technology，1983，(5)：38–41.(in Chinese).
[8] 范祚文，张子新. 卵石地层土压力平衡盾构施工开挖面稳定及邻近建筑物影响模型试验研究[J]. 岩石力学与工程学报，2013，32(12)：2 506–2 512.(FAN Zuowen，ZHANG Zixin. Model test of excavation face stability of EPB shield in sandy cobble ground and adjacent building effect[J]. Chinese Journal of Rock Mechanics and Engineering，2013，32(12)：2 506–2 512.(in Chinese))
[9] 姜忻良，李林，袁杰，等. 深层地铁盾构施工地层水平位移动态分析[J]. 岩土力学，2011，32(4)：1 186–1 192.(JIANG Xinliang，LI Lin，YUAN Jie，et al. Dynamic analysis of strata horizontal displacements induced by shield construction of deep tunnel[J]. Rock and Soil Mechanics，2011，32(4)：1 186–1 192.(in Chinese))
[10] 任建喜，王金华，张引合，等. 黄土地层地铁盾构施工地表变形规律预测研究[J]. 铁道工程学报，2011，(11)：93–97.(REN Jianxi，WANG Jinhua，ZHANG Yinhe，et al. Study on prediction of surface deformation during shield construction of subway in loess stratum[J]. Journal of Railway Eingineering Society，2011，(11)：93–97.(in Chinese))
[11] 周秀普. 无水砂卵石地层盾构隧道施工地层变形分析[J]. 市政技术，2004，22(增)：384–388.(ZHOU Xiupu. Study on stratum deformation shield tunnel in non-water sandy cobble bed[J]. Municipal Eingineering Technology，2004，22(Supp.)：384–388.(in Chinese))
[12] 郭玉海. 盾构隧道穿越铁路沉降控制研究[J]. 市政技术，2004，22(增)：247–251.(GUO Yuhai. Study on settlement control of shield tunnel under run the railroads[J]. Municipal Engineering Technology，2004，22(Supp.)：247–251.(in Chinese))
[13] 秦建设，虞兴福，钟小春，等. 黏土中盾构开挖面变形与破坏数值模拟研究[J]. 岩土力学，2007，28(增)：511–515.(QIN Jianshe，YU Xingfu，ZHONG Xiaochun，et al. Numerical research on face movement and collapse of shield tunneling in silt ground[J]. Rock and Soil Mechanics，2007，28(Supp.)：511–515.(in Chinese))
[14] MELIS M，MEDINA L，RODRIGUEZ J M. Prediction and analysis of subsidence induced by shield tunnelling in the Madrid Metro extension[J]. Canadian Geotechnical Journal，2002，39(6)：1 273–   1 287.
[15] 张宇亭，寇晓强，左殿军，等. 软黏土地层盾构开挖扰动及工后沉降数值模拟研究[J]. 岩土工程学报，2013，35(增2)：753–757. (ZHANG Yuting，KOU Xiaoqiang，ZUO Dianjun，et al. Numerical simulation of disturbance characteristics and post-construction settlement caused by shield excavation in soft clay[J]. Chinese Journal of Geotechnical Engineering，2013，35(Supp.2)：753–757.(in Chinese))
[16] MANUEL J. MELIS M，LUIS E，et al. Discrete numerical model for analysis of earth pressure balance tunnel excavation[J]. Journal of Geotechnical and Geoenvironmental Engineering，2005，131(10)：   1 234–1 242.
[17] WU L，GUAN T M，LEI L. Discrete element model for performance analysis of cutter head excavation system of EPB machine[J]. Tunneling and Underground Space Technology，2013，37：37–44.
[18] 腾丽，张桓. 盾构穿越砂卵石地层地表沉降特征细宏观分析[J]. 岩土力学，2012，33(4)：1 141–1 150.(TENG Li，ZHANG Huan. Meso-macro analysis of surface settlement characteristics during shield tunneling in sandy cobble ground[J]. Rock and Soil Mechanics，2012，33(4)：1 141–1 150.(in Chinese))
[19] 白永学，漆泰岳，吴占瑞. 砂卵石地层盾构开挖面稳定性分析[J]. 土木建筑与环境工程，2012，34(6)：89–96.(BAI Yongxue，QI Taiyue，WU Zhanrui. Face stability analysis of shield tunneling in sandy cobble stratum[J]. Journal of Civil，Architectural and Environmental Eingineering，2012，34(6)：89–96.(in Chinese))
[20] 郭玉海. 大直径土压平衡盾构引起的地表变形规律研究[J]. 土木工程学报，2013，46(11)：128–137.(GUO Yuhai. Study on ground surface movement induced by large-diameter earth pressure balance shield tunneling[J]. China Civil Engineering Journal，2013，46(11)：128–137.(in Chinese))
[21] MAIR R J，TAYLOR R N，BRACEGIRDLE A. Subsurface settlement profiles above tunnels in clays[J]. Gétechnique，1993，43(2)：315–320.
[22] MAIR R J. Centrifugal modeling of tunnel construction in soft clay[Ph. D. Thesis][D]. Cambridge：University of Cambridge，1979.
[23] DYER M R，HUTCHINSON M T，EVANS N. Sudden valley sewer：a case history[C]// MAIR R J，TAYLOR R N ed. International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground. Balkema，London：[s.n.]，1996：671–676.
[24] YONG-JOO L. Investigation of subsurface deformations associated with model tunnels in a granular mass[J]. Tunneling and Underground Space Technology，2009，24(6)：654–664.
[25] MAIR R J，TAYLOR R N. Bored tunneling in urban environment[C]// Proceedings of the 14th International Conference on Soil Mechanics and Foundation Engineering. Hamburg：[s.n.]，1997：2 353–2 385.
[26] MAIR R J，TAYLOR R N，BRACEGIRDLE A. Subsurface settlement profiles above tunnels in clays[J]. Geotechnique，1993，43(2)：315–320.