Discussion on“Theoretical study on earth pressure on shallow tunnel considering principal stress rotation”
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[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): 804810. (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): 1714-1720. (in Chinese)) [3] SHUKLA S K, GAURAV, SIVAKUGAN N. A simplified extension of the conventional theory of arching in soils[J]. International Journal of Geotechnical Engineering, 2009, 3(3): 353-359. [4] 武 军, 廖少明, 张 迪. 基于颗粒流椭球体理论的隧道极限松动区与松动土压力[J]. 岩土工程学报, 2013, 35(4): 714-721. (WU Jun, LIAO Shao-ming, ZHANG Di. Method for calculating loosening earth pressure during construction of shield tunnels[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(4): 714-721. (in Chinese)) [5] 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))
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