Abstract：Research purposes: It is inevitable that the mountain railway has a large number of cutting high slope． The cantilever － type retaining structure is used for reinforcement in order to ensure the stability of the slope during the excavation． Using the cantilever － type anti － slide pile retaining structure will inevitably result in increase of the retaining works and impacting the visual green landscape． In order to optimize the the retaining engineering，the concept of green railway corridor should be set up and improved． The comparison is made between using the cantilever － type retaining structure for pre － reinforcement and the slope platform submerged retaining works in all aspects to get the suitable retaining mode for reinforcing high slope in the fragile area for good landscape．
Research conclusions: From the comparison and analysis of the cantilever － type retaining structure and the slope platform submerged retaining works in areas of the structure design，mechanical analysis，project investment and landscape requirements，it is concluded compared with the cantilever － type retaining structure，using the slope platform submerged retaining works can save the project investment by 50% and the effect of greening the slope can be achieved．
贺 钢 蒋楚生. 优化铁路支挡工程完善绿色通道设计的研究[J]. 铁道工程学报, 2012, 29(5): 69-73.
HE Gang，JIANG Chu － sheng. Research on Optimization of Railway Retaining Engineering and Improvement of Design of Green Corridors. 铁道工程学报, 2012, 29(5): 69-73.
Song Congjun，Zhou Depei，etc． Submerged Rock Piles High Slope of the Force Calculation ［J］． Chinese Journal of Rock Mechanics and Engineering，2005( 5) : 215 － 218．
Xiao Shiguo， Zhou Depei，etc． High Rock Slope Engineering Application of Submerged Piles ［J］． Chinese Journal of Rock Mechanics and Engineering， 2003( 5) : 99 － 104．
Liao Zhongyuan， etc． Submerged Piles Cantilever Section to Simplify the Design Method［J］． Chinese Journal of Underground Space and Engineering，2007 ( 6) : 36 －39．
Tao Bo，Er Lei，Wu Faquan，etc． The Distribution of Piles and the Surrounding Rock and Soil Interaction Force Between the Distribution［J］． Journal of Jilin University，2005( 2) : 57 － 59．
Lei Wenjie，Zheng Yingren，etc． Deeply Buried Piles of Finite Element Design Method［J］． Chinese Journal of Rock Mechanics and Engineering，2006( 2) : 369 － 372．
Dai Zihang． Piles and Piles of Landslide Thrust Distribution of Resistance Before the Landslide ［J］． Chinese Journal of Rock Mechanics and Engineering， 2002( 4) : 177 － 181．
2012, Vol. 29 
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