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基于正交试验的双排抗滑桩的土拱效应影响因素研究

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大学,2006.(XIA Yongcheng.Study of the design method of slope reinforced with antisliding piles considering pilesoil interaction[D].Dalian:Dalian University of Technology,2006.( in Chinese) )

[4]刘金龙,王吉利,袁凡凡.不同布置方式对双排抗滑桩土拱效应的影响[J].中国科学院研究生院学报,2010(3):7984.( LIU Jinlong,WANG Jili,YUAN Fanfan.Influence of layout style on soil arching effect of double row antislide piles[J].Journal of the Graduate School of the Chinese Academic of Sciences,2010(3):7984.( in Chinese) )

[5]徐海洋.考虑土拱效应的抗滑桩加固边坡数值分析[D].大连:大连理工大学,2012.(XU Haiyang.Numerical analysis of a slope reinforced with antislide piles considering soil arching effect [D].Dalian:Dalian University of Technology,2012.( in Chinese) )

[6]年廷凯,徐海洋,刘红帅,等.抗滑桩加固边坡三维数值分析中的几个问题[J].岩土力学,2012,33(8):25212526,2535.(NIAN Tingkai,XU Haiyang,LIU Hongshuai,et al.Several issues in threedimensional numerical analysis of slopes reinforced with antislide piles[J].Rock and Soil Mechanics,2012,33(8):25212526,2535.( in Chinese) )

[7]年廷凯,徐海洋,李东晨,等.不同截面型式抗滑桩加固边坡数值分析[J].大连理工大学学报,20153(5):695701.(NIAN Tingkai,XU Haiyang,LI Dongsheng,et al.Numerical analysis of slope reinforcement with different crosssection antislide piles[J].Journal of Dalian University of Technology,20153(5):695701.( in Chinese) )

[8]李东晨.基于有限元强度折减法的抗滑桩边坡体系稳定性研究[D].大连理工大学,2013.(LI Dongsheng.Stability analysis of pileslope system using shear strength reduction finite element method[D].Dalian University of Technology,2013.( in Chinese) )

[9]年廷凯,李东晨,徐海洋,等.双排抗滑桩加固边坡稳定性与荷载传递机制分析[J].水利与建筑工程学报,2013(04):124129.( NIAN Tingkai,LI Dongsheng,XU Haiyang,et al.Double row anti slide pile reinforced slope stability and load transfer mechanism analysis[J].Journal of Water Resources and Architectural Engineering,2013(04):124129.( in Chinese) )[ZK)]

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[11]文兴,裴向军,刘云鹏.特殊截面抗滑桩受力特征与土拱效应分析[J].工程地质学报,2013(05):797803.( WEN Xing,PEI Xiangjun,LIU Yunpeng.Stress characteristics and soil arch effect analysis of antislide piles with special crosssection[J].Journal of Engineering Geology,2013(05):797803.( in Chinese) )

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[13]杨雪强,吉小明,张新涛.抗滑桩桩间土拱效应及其土拱模式分析[J].中国公路学报,2014(01):3037.( YANG Xueqiang,JI Xiaoming,ZHANG Xintao.Analysis of soil arching effect between antislide piles and different arch body modes[J].China Journal of Highway and Transport,2014(01):3037.( in Chinese) )

[14]李新哲,王振强,覃勤,等.悬臂式抗滑桩桩间竖直拱的拱形及力学分析[J].地下空间与工程学报,2014,(02):329332,339.(LI Xinzhe,WANG Zhenqiang,TAN Qin,et al.Analysis of arched and mechanical vertical arch cantilever antislide piles[J].Chinese Journal of Underground Space and Engineering,2014(02):329332,339.( in Chinese) )

[15]燕继宇,陈剑平,闫欢,等.砂粘互层桩间土拱效应的数值分析[J].中国水运:下半月,2014(04):117121.( YAN Jiyu,CHEN Jianping,YAN Huan,et al.Sand clay interbedded between piles and numerical analysis of soil arching effect[J].China Water Transport,2014(04):117121.( in Chinese) )

[16]赵鑫,胡新丽,范付松,等.抗滑桩护壁外壁形态对土拱效应影响的数值模拟[J].煤田地质与勘探,2014(01):5760,63.( ZHAO Xin,HU Xinli,FAN Fusong,et al.Numeric simulation of the influences of morphology of protecting wall of antisliding pile on soil arching effect[J].Coal Geology and Exploration,2014(01):5760,63.( in Chinese) )

[17]上官云龙.新岩滑坡成因机制及抗滑桩桩土效应研究[D].吉林大学,2014.(SHANGGUAN Yunlong.Study on genetic mechanism and pilesoil contact effect of antislide piles of Xinyan Landslide[D].Jilin University,2014.( in Chinese) )

[18]许鹏.汪延公路膨胀性软岩滑坡抗滑桩桩土效应研究[D].长春:吉林大学,2013.(XU Peng.Study on pilesoil contact effect of antisliding piles in swelling soft rock landslide of Wangqingyanji Highway[D].Changchun:Jilin University,2014.( in Chinese) )

[19]雍睿.三峡库区侏罗系地层推移式滑坡—抗滑桩相互作用研究[D].武汉:中国地质大学,2014.(YONG Rui.Interaction between Thrust Load Caused Landslide and Antislide Pile in Jurassic Strata in Three Gorges Reservoir Region[D].Wuhan:China University of Geosciences,2014.( in Chinese) )

[20]袁颖,何国峰.基于正交试验的抗滑桩的土拱效应研究[A].//力学与工程应用—第十五届北方七省市区力学学会学术会议论文集[C].2014:161165.( YUAN Ying,HE Guofeng.Study of the Soil Arching Effect of Antislide Pile Based on Orthogonal Test[A].// Mechanics and Engineering ApplicationThe Fifteenth Conference Proceedings of Mechanics in Seven Provinces of Northern[C].2014:161165.( in Chinese) )

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