@ARTICLE{Pengfei_Jiao_Optimization_2018,
 author={Pengfei, Jiao and Zhang, Xiao and Li, Xinzhi and Jiang, Bei and Liu, Bohong and Zhang, Haojie},
 volume={Vol. 64},
 number={No 4/I},
 journal={Archives of Civil Engineering},
 pages={55-68},
 howpublished={online},
 year={2018},
 publisher={WARSAW UNIVERSITY OF TECHNOLOGY FACULTY OF CIVIL ENGINEERING and COMMITTEE FOR CIVIL ENGINEERING POLISH ACADEMY OF SCIENCES},
 abstract={The construction process of the tunnel ground deformation regularity of surrounding rock, stability, deformation control of tunnel surface based on the requirements, combined with the characteristics of shallow tunnel with large-span. Used three-dimensional numerical simulation software, established a dynamic tunnel analysis program to simulate the construction process of center cross-diagram method and double sidewall drift method. Based on the stratum deformation, supporting force and analysis of plastic zone distribution, comparative analysis of engineering adaptability of different construction methods from the construction process and construction mechanics, get optimization tunnel construction scheme.},
 type={Article},
 title={Optimization analysis of construction scheme for large-span highway tunnel under complex conditions},
 URL={http://journals.pan.pl/Content/115611/PDF-MASTER/04_ace-2018-0044.pdf},
 keywords={similar materials, large-span, center cross-diagram method, double sidewall drift method},
}