|
[1] TERZAGHI K. Theoretical soil mechanic[M]. New York:John Wiley and Son,1943.
[2] CHEN L T,POULOS H. G,HULL T S. Model tests on pile groups subjected to lateral soil movement[J]. Soils and Foundations,1997,37(1):1–12.
[3] ADACHI T,KIMURA M,TADA S. Analysis on the preventive mechanism of landslide stabilizing piles[C]// Proceedings of the 3rd Int. Symp. on Numerical Models in Geomechanics,[S.l.]:[s.n.],691–698.
[4] HANDY L R. The arch in soil arching[J]. Journal of Geotechnical Engineering,1985,111(3):302–318.
[5] 王成华,陈永波,林立相,等. 抗滑桩间土拱特性及最大桩间距分析[J]. 山地学报,2001,19(6):556–559.(WANG Chenghua,CHEN Yongbo,LIN Lixiang,et al. Soil arch mechanical character and suitable space between one another anti-sliding pile[J]. Journal of Mountain Science,2001,19(6):556–559.(in Chinese))
[6] 冯 君,吕和林,王成华. 普式理论在确定抗滑桩桩间距中的作用[J]. 中国铁道科学,2003,24(6):79–81.(FENG Jun,LU Helin,WANG Chenghua. Application of M. M. promojiyfakonov theory to solution of distance between anti-slide piles[J]. China Railway Science,2003,24(6):79–81.(in Chinese))
[7] 周德培,肖世国,夏 雄,等. 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.(ZHOU Depei,XIAO Shiguo,XIA Xiong,et al. 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))
[8] 吴子树,张利民,胡 定,等. 土拱的形成机制及存在条件的探讨[J]. 四川联合大学学报,1995,(2):15–19.(WU Zishu,ZHANG Limin,HU Ding. Studies on the mechanism of arching action in loess[J]. Journal of Sichuan Union University,1995,(2):15–19.(in Chinese))
[9] 张建勋,陈福全,简红珏. 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.(ZHANG Jianxun,CHEN Fuquan,JIAN Hongyu. Numerical analysis of soil arching effects in passive piles[J]. Rock and Soil Mechanics,2004,25(2):174–178.(in Chinese))
[10] 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.(ZHANG Jianhua,XIE Qiang,ZHANG Zhaoxiu. 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))
|