Open Access
Issue
E3S Web Conf.
Volume 145, 2020
2019 International Academic Exchange Conference on Science and Technology Innovation (IAECST 2019)
Article Number 02049
Number of page(s) 6
Section International Conference on New Energy Science and Environmental Engineering
DOI https://doi.org/10.1051/e3sconf/202014502049
Published online 06 February 2020
  1. CHENG Hong. The exploitation of the mountain resources in China[J]. Mountain Research (Journal of Mountain Science), 1983, 1(2): 1-7(in Chinese). [Google Scholar]
  2. Hoek E, Brown e. t. rock underground engineering [M]. Trans. Lian zhisheng, tian liangcan, wang weidi. Beijing: metallurgical industry press, 1986(in Chinese). [Google Scholar]
  3. SHI Jin-Feng, ZHANG Ying-Long. FEM Analysis of Rock Stability on Super Section Tunnel[J]. Chinese Journal of Underground Space and Engineerin, 2005, 1(2): 227-230+241(in Chinese). [Google Scholar]
  4. ZHANG Li-ming, ZHENG Ying-ren, WANG Zai-quan, et al. Application of strength reduction finite element method to road tunnels[J]. Rock and Soil Mechanics, 2007, 28(1): 97-102(in Chinese). [Google Scholar]
  5. QIU Chen-yu, ZHENG Ying-ren, SONG Ya-kun. Exploring the Safety Factors ofUnlined Loess Tunnel by ANSYS[J]. Chinese Journal o fUnderground Space and Engineering, 2009, 5(2): 291-296(in Chinese). [Google Scholar]
  6. SU Peidong, WU Ming-jun, Liu Wei-hua. Orthogonal Test Analysis of Sensitivity of Influence Factors for Hanyuan Xinji Landslide[J]. Journal of Engineering Geology, 2012, 20(Suppl.): 471-475(in Chinese). [Google Scholar]
  7. Industrial standard of the People’s Republic of China. Code for highway tunnel design (JTG d70-2004). Beijing: ministry of communications, 2004(in Chinese). [Google Scholar]
  8. Recommended standards of the People’s Republic of China. Detailed rules for highway tunnel design (JTG/T d70-2010). Beijing: ministry of communications, 2010(in Chinese). [Google Scholar]
  9. Zienkiewicz O C, Humpheson C, Lewis R W. Associated and non-associated visco-plasticity and plasticity in soil mechanics [J]. Geotechnique, 1975, 25(4): 671-689. [CrossRef] [Google Scholar]
  10. Dawson E M, Roth W H, Drescher A. Slope stability analysis by strength reduction[J]. Geotechnique, 1999, 49(3): 835-840. [CrossRef] [Google Scholar]
  11. Zheng Ying-ren, Zhao Shang-yi. Application of Strength Reduction FEM in Soil and Rock Slope[J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(19): 3381-3388(in Chinese). [Google Scholar]
  12. LUAN Mao-tian, WU Ya-jun, NIAN Ting-kai. A Criterion for Evaluating Slope Stability Based on Development of Plastic Zone by Shear Strength Reduction FEM[J]. Journal of Disaster Prevention and Mitigation Engineering, 2003, 23(3): 1-8(in Chinese). [Google Scholar]
  13. Fei Kang, Zhang Jian-wei. Application of ABAQUS in Geotechnical Engineering[M]. Beijing: China Water Power Press, 2010(in Chinese). [Google Scholar]
  14. LIU Xiao-wen, ZHONG Gong. Discussion on Criteria for Evaluating the Stability of Tunnels Based on the Strength Reduction Method[J]. Journal of Nanchang University (Engineering & Technology), 2010, 32(2): 154-157(in Chinese). [Google Scholar]
  15. ZHENG Ying-ren, ZHAO Shang-yi. Limit State Finite Element Method for Geotechnical Engineering Analysis and its Applications[J]. China Civil Engineering Journal, 2005, 38(1): 91-98+104(in Chinese). [Google Scholar]
  16. Peng limin, liu xiaobing. Traffic tunnel engineering [M]. Changsha: south China university press, 2003(in Chinese). [Google Scholar]
  17. Zhuang chuqiang, he chunxiong. Application of mathematical statistics [M]. Guangzhou: south China university of technology press, 2011(in Chinese). [Google Scholar]

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