(1)全晓娟,李宁,李国玉,青藏铁路碎石路基最佳粒径数值仿真试验研究,岩石力学与工程 学报，2005，24卷11期,1947-1953.（EI）

(2)全晓娟,李宁,李国玉, 高温冻土地区一种新型抛石护坡路基研究。岩石力学与工程学报，2006，25卷8期，1645-1651.（EI）

(3)全晓娟,高波, 青藏铁路碎石路基降温机理的研究现状与思考. 路基工程.2009.6

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(4)Quan Xiaojuan, Li Ning, Li Guoyu. Research on Boundary Conditions in Ventilated   Embankment in Qinghai-Tibet               Railway. Journal of Glaciology and Geocryology, 2004, 26(s): 115～120.

(5)Quan Xiaojuan, Li Ning, Li Guoyu. Numerical simulation on the optimum grain-diameter of the open-graded embankment in       Qinghai-Tibet railway. 2nd European Conference On Permafrost, Potsdam, 2005, June.

(6)Quan Xiaojuan, Li Ning, Li Guoyu. A new ripraped-rock slope for high temperature permafrost regions. Cold Regions           Science and Technology. 2006 （45）:42-50 (SCI)

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(7)Xiaojuan Quan, Bo Gao， Qian Su. Stability of the Slope Embankment in Permafrost Regions. PROCEEDINGS OF THE EIGHTH        INTERNATIONAL SYMPOSIUM ON PERMAFROST ENGINEERING ,15-17 OCTOBER, 2009, XI’AN, CHINA. 181-186

(8)Su Bo, Li Ning, Quan Xiaojuan. The numerical study on the ventilated embankment in permafrost regions in Qinghai–          Tibet railway. Cold Regions Science  and Technology, 2004, 38(2-3): 229-238.（SCI）

(9)Li Guoyu, Li Ning., Quan Xiaojuan. Numerical Simulation Analysis of Adjustable Ventilated Embankment of Qinghai-Tibet       Railway. Journal of Glaciology   and Geocryology, 2004：26(Supp)：108-114.

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