Abstract：Seismic performances of anti-slide piles with anchor cables are the basis for establishing and improving their seismic design method. To reveal the seismic behaviors of anti-slide piles with anchor cables，the project of anti-slide piles with anchor cables reinforcing the Beihou mountain landslide was taken as the reference prototype，and the corresponding 50 g model on centrifugal shaking table for simulating the prototype performances was built. The bedrock waves at Qingxi station during the Wenchuan earthquake were exerted as the base excitation in the model tests. The historic data of accelerations on the surface and inside the landslide reinforced by anti-slide piles with anchor cables，the strains of pile，the dynamic soil pressures between the landslide body and the anti-slide piles and the axial forces of anchor cables were recorded. The variations of landslide accelerations，bending moments of anti-slide，dynamic soil pressures between the landslide body and the anti-slide piles，axial forces of anchor cable were revealed from the above data.
[1] 王恭先，徐峻龄，刘光代，等. 滑坡学与滑坡防治技术[M]. 北京：中国铁道出版，2004：422–437.(WANG Gongxian，XU Junling，LIU Guangdai，et al. Landslide science and landslide control technique[M]. Beijing：China Railway Publishing House，2004：422–437.(in Chinese))
[2] 周德培，张建经，汤 涌. 汶川地震中道路边坡工程震害分析[J]. 岩石力学与工程学报，2010，29(3)：565–576.(ZHOU Depei，ZHANG Jianjing，TANG Yong. Seismic damage analysis of road slopes in Wenchuan earthquake[J]. Chinese Journal of Rock Mechanics and Engineering，2010，29(3)：565–576.(in Chinese))
[3] 曾德荣，李 霖. 抗滑桩锚索联合体系特性研究[J]. 重庆交通学院学报，2001，20(2)：79–82.(ZENG Derong，LI Lin. Study of the property of structure combined prestressing cables with drilling piles[J]. Journal of Chongqing Jiaotong University，2001，20(2)：79–82.(in Chinese))
[4] 李寻昌，门玉明，何光宇. 锚杆抗滑桩桩侧地层抗力分布模式的试验研究[J]. 岩土力学，2009，30(9)：2 655–2 659.(LI Xunchang，MEN Yuming，HE Guangyu. Test research on strata resistance of pile side of anchor anti-slide pile[J]. Rock and Soil Mechanics，2009，30(9)：2 655–2 659.(in Chinese))
[5] 李寻昌，门玉明，翟 越. 土层锚杆抗滑桩嵌固深度的试验研究[J]. 工程地质学报，2010，18(4)：477–482.(LI Xunchang，MEN Yuming，ZHAI Yue. Laboratory test study of anchoring depth for anti-slide piles whose head reinforced with anchor bar in soil[J]. Journal of Engineering Geology，2010，18(4)：477–482.(in Chinese))
[6] 李寻昌，门玉明，张 涛，等. 锚杆抗滑桩破坏模式的试验研究[J]. 岩土工程学报，2011，33(5)：803–807.(LI Xunchang，MEN Yuming，ZHANG Tao，et al. Experimental study on failure modes for anti-slide piles with a single anchor[J]. Chinese Journal of Geotechnical Engineering，2011，33(5)：803–807.(in Chinese))
[7] 李寻昌，门玉明，翟 越，等. 锚杆抗滑桩受力特性的光弹试验研究[J]. 水文地质工程地质，2011，38(2)：63–66.(LI Xunchang，MEN Yuming，ZHAI Yue，et al. Photo elastic experimental study on the mechanical characteristics of anchored piles[J]. Hydrogeology and Engineering Geology，2011，38(2)：63–66.(in Chinese))
[8] 张 涛，门玉明，石胜伟，等. 悬臂式单锚抗滑桩加固黄土滑坡的模型试验[J]. 安全与环境工程，2015，22(3)：151–157.(ZHANG Tao，MEN Yuming，SHI Shengwei，et al. Model test study on the reinforcement of loess landslide by cantilever single anchor anti-slide pile[J]. Safety and Environmental Engineering，2015，22(3)：151–157.(in Chinese))
[9] 张玉芳，李奇平，张治平. 预应力锚索抗滑桩工程中锚索拉力实测与分析[J]. 中国铁道科学，2003，24(3)：21–25.(ZHANG Yufang，LI Qiping，ZHANG Zhiping. Measuring and analyzing tension force of anchor cable in anti-slide pile with prestressed anchor cable[J]. China Railway Science，2003，24(3)：21–25.(in Chinese))
[10] 杜 斌，李 勇，孔思丽，等. 预应力锚索抗滑桩中锚索预应力损失的试验研究[J]. 岩土工程界，2006，9(1)：74–76.(DU Bin，LI Yong，KONG Sili，et al. Experimental study on prestress loss of anchor cable in anti slide pile with prestressed anchor cable[J]. Geotechnical Engineering World，2006，9(1)：74–76.(in Chinese))
[11] 赵 青，黄质宏，赵其华，等. 预应力锚索抗滑桩工程中预应力实测与损失值计算[J]. 水文地质工程地质，2008，35(1)：40–43.(ZHAO Qing，HUANG Zhihong，ZHAO Qihua，et al. Measurement of the pre-stress and calculation of the pre-stress loss in anti-slide pile with pre-stress anchor cable[J]. Hydrogeology and Engineering Geology，2008，35(1)：40–43.(in Chinese))
[12] 李中国，赵有明，张玉芳. 某高速公路锚索桩板墙原型测试与分析[J]. 岩土工程学报，2008，30(5)：739–744.(LI Zhongguo，ZHAO Youming，ZHANG Yufang. Field tests and analysis of sheet-pile walls with pre-stressed anchors[J]. Chinese Journal of Geotechnical Engineering，2008，30(5)：739–744.(in Chinese))
[13] 孙书伟，王 卫，朱本珍. 高路堤预应力锚索桩板墙承载特性分析[J]. 岩土工程学报，2015，37(10)：1 818–1 825.(SUN Shuwei，WANG Wei，ZHU Benzhen. Bearing characteristics of prestressed sheet pile wall in embankment stabilization[J]. Chinese Journal of Geotechnical Engineering，2015，37(10)：1 818–1 825.(in Chinese))
[14] 吴润泽，周海清，胡 源，等. 基于有限差分原理的预应力锚索抗滑桩改进计算方法[J]. 岩土力学，2015，36(5)：1 791–1 800.(WU Runze，ZHOU Haiqing，HU Yuan，et al. An improved method for calculating anti-sliding pile with prestressed anchor cable based on finite difference theory[J]. Rock and Soil Mechanics，2015，36(5)： 1 791–1 800.(in Chinese))
[15] 曲宏略，张建经，王富江. 预应力锚索桩板墙地震响应的振动台试验研究[J]. 岩土工程学报，2013，35(2)：313–320.(QU Honglue，ZHANG Jianjing，WANG Fujiang. Seismic response of prestressed anchor sheet pile wall from shaking table tests[J]. Chinese Journal of Geotechnical Engineering，2013，35(2)：313–320.(in Chinese))
[16] 刘红帅，王根龙，薄景山. 汶川8.0级特大地震汉源背后山滑坡科考报告[R]. 哈尔滨：中国地震局工程力学研究所，2008.(LIU Hongshuai，WANG Genlong，BO Jingshan. Research report of Beihou mountain landslide in Hanyuan county town during the Wenchun Ms8.0 earthquake[R]. Harbin：Institute of Engineering Mechanics，China Earthquake Administration，2008.(in Chinese))
[17] 王丽萍，张 嘎，张建民，等. 抗滑桩加固黏性土坡变形规律的离心模型试验研究[J]. 岩土工程学报，2009，31(7)：1 075–1 081. (WANG Liping，ZHANG Ga，ZHANG Jianmin，et al. Centrifuge modeling of cohesive soil slopes reinforced by stabilizing piles[J]. Chinese Journal of Geotechnical Engineering，2009，31(7)：1 075–1 081.(in Chinese))
[18] RAJABIAN A，VISWANADHAM B V S，GHIASSIAN H，et al. Centrifuge model studies on anchored geosynthetic slopes for coastal shore protection[J]. Geotextiles and Geomembranes，2012，34(10)：144–157.
[19] 刘红帅，杨俊波，薄景山，等. 汶川地震汉源县城高烈度异常区基岩地震动输入[J]. 地震工程与工程振动，2013，33(2)：27–36.(LIU Hongshuai，YANG Junbo，BO Jingshan，et al. Bedrock ground motion input to high-intensity abnormality area in Hanyuan county town during Wenchuan Ms 8.0 earthquake[J]. Earthquake Engineering and Engineering Vibration，2013，33(2)：27–36.(in Chinese))
[20] 涂杰文，刘红帅，汤爱平，等. 基于离心振动台的堆积型滑坡加速度响应特征[J]. 岩石力学与工程学报，2015，34(7)：1 361–1 369. (TU Jiewen，LIU Hongshuai，TANG Aiping，et al. Acceleration response of colluvial landslide based on centrifugal shaking table test[J]. Chinese Journal of Rock Mechanics and Engineering，2015，34(7)：1 361–1 369.(in Chinese))
[21] 蒋良潍，姚令侃，胡志旭，等. 地震扰动下边坡的浅表动力效应与锚固控制机制试验研究[J]. 四川大学学报：工程科学版，2010，42(5)：164–174.(JIANG Liangwei，YAO Lingkan，HU Zhixu，et al. Experimental study on slope?s superficial dynamic effect and anchoring prevention mechanism under earthquake disturbance[J]. Journal of Sichuan University：Engineering Science Edition，2010，42(5)：164–174.(in Chinese))
[22] BILGIN Ö. Lateral earth pressure coefficients for anchored sheet pile walls[J]. International Journal of Geomechanics，2012，12(5)：584–595.
[23] CILINGIR U，HAIGH S K，MADABHUSHI S P G，et al. Seismic behaviour of anchored quay walls with dry backfill[J]. Geomechanics and Geoengineering，2011，6(3)：227–235.
[24] ZENG X，STEEDMAN R S. On the behaviour of quay walls in earthquakes[J]. Geotechnique，1993，43(3)：417–431.
2016, Vol. 35 
