[1] |
汪丁建, 唐辉明, 李长冬, 等. 考虑主应力偏转的土体浅埋隧道支护压力研究[J]. 岩土工程学报, 2016, 38(5): 804-810. (WANG Ding-jian, TANG Hui-ming, LI Chang-dong, et al. Theoretical study on earth pressure on shallow tunnel considering principal stress rotation[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(5): 804-810. (in Chinese))
|
[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.
|