参 考 文 献
杜永峰;余钰;[J].岩土工程学报..(3):349-353
[J].山东大学学报（工学版）..（3）：346-348
-原理、方法、程序[M].北京：中国水利水电出版社，
朱大勇;李焯芬;黄茂松;等. 对3种著名边坡稳定性计算方法改善[J]. 岩石力学和工程学报. , 24(2): 183-194
Xie Mowen. A Simple Monte Carlo Method for Locating the Three·dimensional Critical Slip Surface of a Slope[J]. ACTA Geologica ., 78(6): 1258-1266
王海斌;李永盛. 边坡稳定性有限元分析处理技巧[J]. 岩石力学和工程学报, ,24(13):2386-2391
江志安;于占忠;[J].水运工程，，29(4)：19-24
李飒;[J].中国港湾建设..6(3):22-24
傅旭东;茜平一;[J].岩土力学.. 22（4）：413-418
Sung-Chi Hsu ; Priscilla P. Nelson. Material Spatial Variability and Slope Stability for Weak Rock Masses[J].Journal of Geotechnical and Geoenvironmental Engineering. Feb.
.132(2):183–193
Wai Man Cheung. Factor of safety and reliability in geotechnical engineering[J]. Journal of geotechnical and geoenvironmental engineering. April.. 126(4): 0307–0316
Zhong ZHOU; Wan-li CHAO; Bao-chen LIU. Model Test Study on Dynamic Responses of Step-shaped Loess Slope with Dynamic Compaction[J]. 3227 ICCTP : Integrated Transportation Systems— Green Intelligent Reliable . .ASCE:3227-3237
李萍;王秉纲;[J].中国公路学报. .22(6):18-2
罗强;李亮;[J].岩土力学. .31(11): 3585:3593
Terezinha Cássia de Brito Galvão; Aloisio Rodrigues Pereira; Maria Giovana Parizzi;etc. Bioengineering Techniques A
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