QIAN Tong-hui,XIA Wen-cai,CHEN Fang,et al.Model Experimental Research on Anti-sliding Characteristics of the Frame Anti-sliding Piles[J].Applied Mechanics and Materials,2011,90-93:584-587.
[9]
XU Lian-de,XIANG Ying,YIN Dao-cheng,et al.Model Test Comparison on Row Piles and Double-row Single Pile[C]//Editorial Board for Collected Papers on Landslide.Collected Papers on Landslide:Vol.6.Beijing:China Railway Publishing House,1988:78-83.
[10]
刘 钊.双排支护桩结构的分析及试验研究[J].岩土工程学报,1992,14(5):76-80.
[11]
LIU Zhao.Test Study and Structure Analysis of Retaining Piles[J].Chinese Journal of Geotechnical Engineering,1992,14(5):76-80.
[12]
熊治文,马 辉,朱海东.全埋式双排抗滑桩的受力分布[J].路基工程,2002(3):5-11.
[13]
XIONG Zhi-wen,MA Hui,ZHU Hai-dong.Force Distribution of Deeply Buried Anti-slide Piles[J].Subgrade Engineering,2002(3):5-11.
ZHANG Jian-hua,XIE Qiang,ZHANG Zhao-xiu.Arching Effect of Anti-slide Pile Structure and Its Numerical Stimulation[J].Chinese Journal of Rock Mechanics and Engineering,2004,23(4):699-703.
[16]
周应华.门架式双排桩受力位移特性分析[J].铁道工程学报,2009(6):30-33.
[17]
ZHOU Ying-hua.Analysis of Distribution Characteristics of Stress and Displacement of Portal Double-row Pile[J].Journal of Railway Engineering Society,2009(6):30-33.
[18]
ZHOU Cui-ying,LIU Zuo-qiu,SHANG Wei,et al.A New Mode for Calculation of Portal Double Row Anti-sliding Piles[J].Rock and Soil Mechanics,2005,26(3):441-444,449.
[19]
QIAN Tong-hui,XIA Wen-cai,CHAO Ze-gang,et al.A Calculation Approach for Frame Anti-sliding Piles[J].Earth Science-Journal of China University of Geosciences,2011,36(6):1143-1148.