[1] Terzaghi K. Theoretical soil mechanics
[M]. New York: John Wiley & Son, 1943.

[2] Liang R, Zeng S. Numerical study on soil arching mechanism in drilled shafts for slope stabilization
[J]. Soil and Foundation, 2002, 42(2): 83-92.

[3] Chen C Y, Martain G R. Soil-structure interaction for landslide stabilizing piles
[J]. Computer and Geotechnics, 2002, 29(5): 363-386.

[4] Zhang J X, Chen F Q, Jian H Y. Numerical analysis of soil arching effects in passive piles
[J]. Rock and Soil Mechanics, 2004, 25(2): 174-178(in Chinese). 张建勋, 陈福全, 简洪钰. 被动桩中土拱效应问题的数值分析
[J]. 岩土力学, 2004, 25(2): 174-178.

[5] Zhang J H, Xie Q, Zhang Z X. Arching effect of anti-slide pile structure and its numerical simulation
[J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(4): 699-703(in Chinese). 张建华, 谢 强, 张照秀. 抗滑桩结构的土拱效应及其数值模拟
[J]. 岩石力学与工程学报, 2004, 23(4): 699-703.

[6] Han A M, Xiao J H, Mei G X. Behavior of soil arching between passive piles and effects parameters study
[J]. Journal of Engineering Geology, 2006, 14(1): 111-116(in Chinese). 韩爱民, 肖军华, 梅国雄. 被动桩中土拱效应特征与影响参数研究
[J]. 工程地质学报, 2006, 14(1): 111-116.

[7] Zhou D P, Xiao S G, Xia X. Discussion on rational spacing between adjacent anti-slide piles in some cutting slope projects
[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(1): 132-135(in Chinese). 周德培, 肖世国, 夏 雄. 边坡工程中抗滑桩合理桩间距的探讨
[J]. 岩土工程学报, 2004, 26(1): 132-135.

[8] Leung C F, Lim J K, Shen R F, et al. Behaviors of pile groups subject to excavation-induced soil movement
[J]. Journal of Geotechnical and Geoenviromental Engineering, 2003, 129(1): 58-65.