[1] 张作辰.滑坡地下水作用研究与防治工程实践[J].工程地质学报,1996,4(4):80-85.
ZHANG Zuochen.Mechanism of groundwater effect landslide stability and control construction[J].Journal of Engineering Geology,1996,4(4):80-85.
[2] HOEK E,BRAY J W. Rock Slope Engineering[M].London: Institution of Mining and Metallurgy,1977.
[3] 舒继森,王兴中,周毅勇.岩石边坡中滑动面水压分布假设的改进[J].中国矿业大学学报,2004,33(5):509-512.
SHU Jisen,WANG Xingzhong,ZHOU Yiyong. Improving on assumption for water pressure distribution on failure surface in rock slope[J].Journal of China University of Mining & Technology,2004,33(5):509-512.
[4] 吴恒滨,何泽平,曹卫文.基于不同水压分布的平面滑动边坡稳定性研究[J].岩土力学,2011,32(8):2493-2499.
WU Hengbin,HE Zeping,CAO Weiwen. Stability study of slope with planar failure based on different water pressure distributions[J].Rock and Soil Mechanics,2011,32(8):2493-2499.
[5] 罗伟,李亮,赵炼恒,等.基于改进水压分布的岩石边坡倾覆稳定性分析[J].公路交通科技,2014,31(9):30-36.
LUO Wei,LI Liang,ZHAO Lianheng, et al.Analysis of overturning stability of rockslope based on improved water pressure distribution[J].Journal of Highway and Transportation Research and Development,2014,31(9):30-36.
[6] 夏开宗,陈从新,鲁祖德,等.考虑水力作用的顺层岩质边坡稳定性图解分析[J].岩土力学,2014,35(10):2985-2993.
XIA Kaizong,CHEN Congxin, LU Zude, et al. Analysis of stability diagram of rock bedded slope under hydraulic pressure[J].Rock and Soil Mechanics,2014,35(10):2985-2993.
[7] 胡其志,周辉,肖本林,等.水力作用下顺层岩质边坡稳定性分析[J].岩土力学,2010,31(11):3594-3598.
HU Qizhi,ZHOU Hui,XIAO Benlin,et al.Analysis of stability rock bedded slope under hydraulic pressure[J].Rock and Soil Mechanis,2010,31(11):3594-3598.
[8] 罗强,李亮,赵炼恒.水力和超载条件下锚固岩石边坡动态稳定性拟静力分析[J].岩土力学,2011,32(8):3585-3593.
LUO Qiang,LI Liang,ZHAO Lianheng.Quasi-static analysis of seismic stability of anchored rock slope under surcharge and waterpressure conditions[J].
Rock and Soil Mechanics,2011,32(8):3585-3593.
[9] 刘玉梅,杨振凯.饱水岩体边坡抗滑稳定系数计算[J].岩土力学,2003,24(增刊2):329-331.
LIU Yumei,YANG Zhenkai.Calculation of anti-sliding stability coeficient of saturated rock slopes[J].Rock and Soil Mechanics,2003,24(Sup2):329-331.
[10]许光祥.饱水岩石边坡倾覆稳定系数计算[J]. 岩土工程学报,1999,21(2):227-229.
XU Guangxiang.Calculation of stability factor against overturning for saturated rock slope[J].Chinese Journal of Geotechnical Engineering, 1999,21(2):227-229.
[11]林永亮,张孟喜,李新星.复杂条件下多向锚固岩石边坡稳定性拟静力分析[J].煤炭学报,2011,36(增刊2):254-258.
LIN Yongliang,ZHANG Mengxi,LI Xinxing. Quasi-static analysis of multi-directional anchored rock slope under complex conditions[J]. Journal of China Coal Society,2011,36(Sup2):254-258.
[12]NOURI A H,FAKHER A,JONES C. Evaluating the effects of the magnitude and amplification of pseudo-static acceleration on reinforced soil slopes and walls using the limit equilibrium horizontal slices method[J].Geotextiles and Geomembranes,2008,26(3):263-278. |