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对“考虑主应力偏转的土体浅埋隧道支护压力研究”讨论的答复

汪丁建

汪丁建. 对“考虑主应力偏转的土体浅埋隧道支护压力研究”讨论的答复[J]. 岩土工程学报, 2017, 39(8): 1546-1547. DOI: 10.11779/CJGE201708025
引用本文: 汪丁建. 对“考虑主应力偏转的土体浅埋隧道支护压力研究”讨论的答复[J]. 岩土工程学报, 2017, 39(8): 1546-1547. DOI: 10.11779/CJGE201708025
WANG Ding-jian. Reply to discussion on “Theoretical study on earth pressure on shallow tunnel considering principal stress rotation”[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(8): 1546-1547. DOI: 10.11779/CJGE201708025
Citation: WANG Ding-jian. Reply to discussion on “Theoretical study on earth pressure on shallow tunnel considering principal stress rotation”[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(8): 1546-1547. DOI: 10.11779/CJGE201708025

对“考虑主应力偏转的土体浅埋隧道支护压力研究”讨论的答复  English Version

详细信息
    作者简介:

    汪丁建(1991– ),男,安徽安庆人,博士研究生,主要从事工程地质方面的学习和研究工作。E-mail:wangdj@cug.edu.cn。

  • 中图分类号: TU43

Reply to discussion on “Theoretical study on earth pressure on shallow tunnel considering principal stress rotation”

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    [2] 黎春林. 盾构隧道施工松动土压力计算方法研究[J]. 岩土工程学报, 2014, 36(9): 1714-1720. (LI Chun-lin. Method for calculating loosening earth pressure during construction of shield tunnels[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(9): 1714-172. (in Chinese))
    [3] 陈国舟, 周国庆. 考虑土拱效应的倾斜滑移面间竖向应力研究[J]. 岩土力学, 2013(9): 2643-2648. (CHEN Guo-zhou, ZHOU Guo-qing. Study of vertical stress between slip planes considering soil arching effect[J]. Journal of China University of Mining and Technology, 2013(9): 2643-2648. (in Chinese))
    [4] 陈若曦, 朱 斌, 陈云敏, 等. 基于主应力轴旋转理论的修正Terzaghi松动土压力[J]. 岩土力学, 2010, 31(5): 1402-1406. (CHEN Ruo-xi, ZHU Bin, CHEN Yun-min, et al. Modified Terzaghiloozening earth pressure based on theoryof main stress axes rotation[J]. Rock and Soil Mechanics, 2010, 31(5): 1402-1406. (in Chinese))
    [5] 施建勇, 雷国辉, 艾英钵, 等. 土压力变化规律的应力路径三轴试验研究[J]. 岩土力学, 2005, 26(11): 1700-1704. (SHI Jian-yong, LEI Guo-hui, AI Ying-bo, et al. Stress path controlled triaxial experimental study of lateral earth pressure behavior[J]. Rock and Soil Mechanics, 2005, 26(11): 1700-1704. (in Chinese))
    [6] 卢坤林, 杨 扬. 非极限主动土压力计算方法初探[J]. 岩土力学, 2010, 31(2): 615-619. (LU Kun-lin, YANG Yang. Preliminary study of active earth pressure under nonlimitstate[J]. Rock and Soil Mechanics, 2010, 31(2): 615-619. (in Chinese))
    [7] 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 Xiao-wen, PU Jia-liu, BAO Cheng-gang. 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))
    [8] ATKINSON J H, POTTS D M. Stability of a shallow circular tunnel in cohesionlesssoil[J]. Géotechnique, 1977, 27(2): 203-215.
    [9] DAVIS E H, GUNN M J, MAIR R J, et al. The stability of shallow tunnels and underground openings in cohesive material[J]. Géotechnique, 1980, 30(4): 397-416.
    [10] YANG X, YANG Z, LI Y, et al. Upper bound solution for supporting pressure acting on shallow tunnel based on modified tangential technique[J]. Journal of Central South University, 2013, 20: 3676-3682.
    [11] LEE C J, CHIANG K H, KUO C M. Ground movement and tunnel stability when tunneling in sandy ground[J]. Journal of the Chinese Institute of Engineers, 2004, 27(7): 1021-1032.
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  • 收稿日期:  2017-05-10

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