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HUANG Jun, DANG Fa-ning, ZHOU Lei, GUO Chan-juan, QIN Yuan. Exploration of face failure curve under earthquakes using calculus of variations[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(10): 1844-1855. DOI: 10.11779/CJGE201510013
Citation: HUANG Jun, DANG Fa-ning, ZHOU Lei, GUO Chan-juan, QIN Yuan. Exploration of face failure curve under earthquakes using calculus of variations[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(10): 1844-1855. DOI: 10.11779/CJGE201510013

Exploration of face failure curve under earthquakes using calculus of variations

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  • Received Date: December 20, 2014
  • Published Date: October 19, 2015
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  • [1]
    CHAMBON P, CORTé J F. Shallow tunnels in cohesionless soil: stability of tunnel face[J]. Journal of Geotechnical Engineering, 1994, 120(7): 1148-1165.
    [2]
    LECA E, DORMIEUX L. Upper and lower bound solutions for the face stability of shallow circular tunnels in frictional material[J]. Géotechnique, 1990, 40(4): 581-606.
    [3]
    SOUBRA A H. Three-Dimensional face stability analysis of shallow circular tunnels[C]// 8 th International Symposium on Plasticity. Columbia, 2000: 443-445.
    [4]
    SOUBRA A H, REGENASS P, Three-dimensional passive earth pressures by kinematical approach[J]. Journal of Geotechnique and Geoenvironmental Engineering, 2000, 126(11): 969-978.
    [5]
    KLAR A, OSMAN A S, BOLTON M. 2D and 3D upper bound solutions for tunnel excavation using ‘elastic’ flow fields[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2007, 31(12): 1367-1374.
    [6]
    MOLLON G, DIAS D, AND SOUBRA A H. Probabilistic analysis and design of circular tunnels against face stability[J]. International Journal of Geomechanics, 2009, 9(6): 237-249.
    [7]
    MAHMOUD AHMED P E. Investigation of tunnel face stability and ground movements using transparent soil Models[D]. Brooklyn: Polytechnic Institute of New York University, 2011.
    [8]
    MOLLON G, DIAS D, SOUBRA A H. Face stability analysis of circular tunnels driven by a pressurized shield[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2010, 136(1): 215-229.
    [9]
    MOLLON G, PHOON K K, DIAS D, et al. Validation of a new 2D failure mechanism for the stability analysis of a pressurized tunnel face in a spatially varying sand[J]. Journal of Engineering Mechanics, 2011, 137(1): 8-21.
    [10]
    潘昌实. 隧道及地下结构物抗震问题的研究概况[J]. 世界隧道, 1996(5): 7-16. (PAN Chang-shi. Current situation of research on earthquake resistance of tunnel and underground structures[J]. World Tunnel, 1996(5): 7-16. (in Chinese))
    [11]
    PAKBAZ MC, YAREEVAND A. 2-D analysis of circular tunnel against earthquake loading[J]. Tunneling and Underground Space Technology, 2005, 20(5): 411-417.
    [12]
    CILINGIR U, MADABHUSHI SPG. A model study on the effects of input motion on the seismic behavior of tunnels[J]. Soil Dynamics and Earthquake Engineering, 2011, 31(3): 452-462.
    [13]
    YANG W, HUSSEIN MFM, MARSHALL A M. Centrifuge and numerical modeling of ground-borne vibration from an underground tunnel[J]. Soil Dynamics and Earthquake Engineering, 2013, 51: 23-34.
    [14]
    KONTOE S, AVGERINOS V, POTTS DM. Numerical validation of analytical solutions and their use for equivalent-linear seismic analysis of circular tunnels[J]. Soil Dynamics and Earthquake Engineering, 2014, 66: 206-219.
    [15]
    耿 萍. 铁路隧道抗震计算方法研究[D]. 成都: 西南交通大学, 2011. (GENG Ping. Research on the seismic calculation method of railway tunnel[D]. Chengdu: Southwest Jiaotong University, 2011. (in Chinese))
    [16]
    邹育麟, 何 川, 汪 波, 等. 震裂软岩隧道围岩支护失稳机制和处治机理分析[J]. 公路交通科技, 2014, 31(8): 102-112. (ZOU Yu-lin, HE Chuan, WANG Bo, et al. Analysis on surrounding rock-support instability mechanism and treatment mechanism of shattered soft rock tunnel[J]. Journal of Highway and Transportation Research and Development, 2014, 31(8): 102-112. (in Chinese))
    [17]
    LANCZOS C. The variational principles of mechanics[M]. Toronto: University of Toronto, 1970.
    [18]
    陈惠发. 极限分析与土体塑性[M]. 北京: 人民交通出版社, 1995. (CHEN Hui-fa. Limit analysis and soil plasticity [M]. Beijing: China Communications Press, 1995. (in Chinese))
    [19]
    李 斌. 隧道掌子面地震动力响应特性及加固方法[J]. 现代隧道技术, 2014, 51(2): 56-62. (LI Bin. Characteristics of the earthquake dynamic response and corresponding reinforcement of the tunnel face[J]. Modern Tunnelling Technology, 2014, 51(2): 56-62. (in Chinese))
    [20]
    NEWMARK N M. Effects of earthquakes on dams and embankments[J]. Géotechnique, 1965, 15(2): 139-159.
    [21]
    SEED H B. Considerations in the earthquake-resistant design of earth and rockfill dams[J]. Géotechnique, 1979, 29(3): 215-263.
    [22]
    何 川, 耿 萍, 晏启祥. Ⅳ级围岩铁路隧道抗震计算上覆土柱合理计算高度[J]. 土木工程学报, 2013, 46(5): 144-150. (HE Chuan, GENG Ping, YAN Qi-xiang. Advisable calculation heights of overburden soil for railway tunnel seismic computation in surrounding rock of class Ⅳ[J]. China Civil Engineering Journal, 2013, 46(5): 144-150. (in Chinese))
    [23]
    SANGREY DA. Cyclic loading of sands, silts and clays[C]// International Conference 10th Earthquake and Soil Dynamics. Pasadensa, 1978.
    [24]
    CASTRO G, CHRISTAIN J T. Shear strength of soils under cyclic loading[J]. Journal of Geotechnique Engineering, 1976, 102(9): 887-894.
    [25]
    FRALDI M, GUARRACINO F. Limit analysis of collapse mechanism in cavities and tunnels according to the Hoek-Brown failure criterion[J]. International Rock Mechanics and Mining Sciences, 2009, 46(4): 665-673.
    [26]
    HUANG F, YANG X L. Upper bound limit analysis of collapse shape for circular tunnel subjected to pore pressure based on the Hoek-Brown failure criterion[J]. Tunnelling and Underground Space Technology, 2011, 26(5): 614-618.
    [27]
    HOEK E, BROWN E T. Practical estimates of rock mass strength[J]. International Journal of Rock Mechanics and Mining Sciences, 1997, 34(8): 1165-1186.
    [28]
    GB 50111—2006 铁路工程抗震设计规范[S]. 北京: 铁道出版社, 2006. (GB 50111—2006 Code for seismic design of railway engineering[S]. Beijing: China Railway Press, 2006. (in Chinese))

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