砂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

Abstract
Figure/Table
References
Related Citation (15)

Download: PDF (783 KB) HTML (1 KB)
Export: BibTeX | EndNote (RIS)

Abstract The shield tunneling technology has been widely used in the construction in sandy cobble ground， which has very strong uncertainty characteristics. The excavation face stability and the ground settlement are the key problems in the shield tunneling. In order to simulate the construction of earth pressure balance(EPB) shield tunneling，an indoor model test with different cover depths is applied to find out the law of limit support pressure on excavation face，soil arch effect and ground settlement in sand cobble ground of Beijing under the influence of adjacent buildings with flexible shallow foundation. The support pressure is unsymmetrical and the ground settlement is larger than the theoretical value by Peck equation under the influence of adjacent buildings. The results would be beneficial to guide the construction of EPB shield tunneling in sandy cobble ground.

Key words： soil mechanics model test sandy cobble ground earth pressure balance(EPB) shield adjacent building ground settlement excavation face

Received: 27 May 2013

	Service

	E-mail this article
	Add to my bookshelf
	Add to citation manager
	E-mail Alert
	RSS
	Articles by authors

Cite this article:

URL:

https://rockmech.whrsm.ac.cn/EN/Y2013/V32/I12/2506

[1] 张凤祥，朱合华，付德明. 盾构隧道[M]. 北京：人民交通出版社，2004：1–13.(ZHANG Fengxiang，ZHU Hehua，FU Deming. Shield tunnelling method[M]. Beijing：China Communications Press，2004：1–13.(in Chinese)) [2] 刘建航，侯学渊. 盾构法隧道[M]. 北京：中国铁道出版社，1991：1–22.(LIU Jianhang，HOU Xueyuan. Shield driven tunnel[M]. Beijing：China Railway Publishing House，1991：1–22.(in Chinese)) [3] 傅德明，周文波. 土压盾构技术在我国地铁隧道工程中的应用和发展[J]. 岩石力学与工程学报，2004，23(增2)：4 888–4 892.(FU Deming，ZHOU Wenbo. Application and development of EPB shield tunneling in metro tunnel projects in China[J]. Chinese Journal of Rock Mechanics and Engineering，2004，23(Supp.2)：4 888–4 892. (in Chinese)) [4] 滕丽，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)) [5] ATKINSON J H，POTTS D M. Stability of a shallow circular tunnel in cohesionless soil[J]. Géotechnique，1977，27(2)：203–215. [6] CHAMBON P，CORTE J. Shallow tunnels in cohesionless soil：stability of tunnel face[J]. Journal of Geotechnical Engineering，1994，120(7)：1 148–1 165. [7] MAIR R J，TAYLOR R N. Bored tunnelling in the urban environment[C]// Proceedings of the 4th International Conference on Soil Mechanics and Foundation Engineering. Rotterdam：A. A. Balkema，1999：2 353–2 385. [8] KOMIYA K，SHIMIZU E，WATANABE T，et al. Earth pressure exerted on tunnels due to the subsidence of sandy ground[C]// Proceedings of Geotechnical Aspect of Underground Construction in Soft Ground. Rotterdam：A.A.Balkema，2000：397–402. [9] LEE C J，WU B R，CHEN H T，et al. Tunnel stability and arching effects during tunneling in soft clayey soil[J]. Tunnelling and Underground Space Technology，2006，21(2)：119–132. [10] IDINGER G，AKLIK P，WU W，et al. Centrifuge model test on the face stability of shallow tunnel[J]. Acta Geotechnica，2011，6(2)：105–117. [11] 周小文，濮家骝，包承纲. 隧洞拱冠砂土位移与破坏的离心模型试验研究[J]. 岩土力学，1999，20(2)：32–36.(ZHOU Xiaowen，PU Jialiu，BAO Chenggang. A study of the movement and failure characteristics of sand mass above the crown of a tunnel[J]. Rock and Soil Mechanics，1999，20(2)：32–36.(in Chinese)) [12] TAKANO D，MUKUNOKI T，OTANI J，et al. Application of X-ray CT on boundary calue problems in geotechnical engineering：research on tunnel face failure[C]// GeoCongress 2006. Atlanta，United States：ASCE，2006：1–6. [13] 李昀，张子新. 泥浆渗透对盾构开挖面稳定性的影响研究[J]. 地下空间与工程学报，2007，3(4)：720–725.(LI Yun，ZHANG Zixin. Influence of slurry infiltration on excavation face stability[J]. Chinese Journal of Underground Space and Engineering，2007，3(4)：720–725.(in Chinese)) [14] 李君，陈仁朋，孔令刚. 干砂地层中盾构开挖面失稳模式及土拱效应试验研究[J]. 土木工程学报，2011，44(7)：142–148.(LI Jun，CHEN Renpeng，KONG Linggang. Model test study of the failure mechanism of shallow tunnels in dry sands[J]. China Civil Engineering Journal，2011，44(7)：142–148.(in Chinese)) [15] 丁智. 盾构隧道施工与邻近建筑物相互影响研究[硕士学位论文][D]. 杭州：浙江大学，2007.(DING Zhi. Research of interaction between shield tunnel and adjaeent structure[M. S. Thesis][D]. Hangzhou：Zhejiang University，2007.(in Chinese)) [16] 袁文忠. 相似理论与静力学模型试验[M]. 西安：西安交通大学出版社，1998：7–42.(YUAN Wenzhong. Simulation theory and statics model test[M]. Xi?an：Xi?an Jiaotong University Press，1998：7–42. (in Chinese)) [17] 中华人民共和国国家标准编写组. GB50300—2001建筑工程施工质量验收统一标准[S]. 北京：中国建筑工业出版社，2001.(The National Standards Compilation Group of People?s Repulic of China. GB50300—2001 Unified standard for constructional quality acceptance of building engineering[S]. Beijing：China Architecture and Building Press，2001.(in Chinese)) [18] 李君. 盾构开挖面稳定性理论与试验研究[硕士学位论文][D]. 杭州：浙江大学，2010.(LI Jun. Theoretical and test studies on face stability of shallow tunnel[M. S. Thesis][D].Hangzhou：Zhejiang University，2010.(in Chinese))