Abstract:The seismic dynamic response of slope is a very complex problem,and the factors that affect the dynamic response of slope are various. In this paper,the dynamic response characteristics of anchor sheet pile wall under earthquake are studied by shaking table test. By observing the macroscopic failure phenomenon of the anchor sheet pile wall model after the earthquake,it is found that the trailing edge of the sliding body is easy to be damaged by tensile failure under the action of strong earthquake,and the damage accumulates continuously. When the peak acceleration reaches 0.9 g,the cracks at the trailing edge of the landslide are completely connected,which is 4 times that of 0.4 g. Through the analysis of the monitoring data of the monitoring points,it is found that the model is sensitive to the difference of seismic wave spectrum. The earth pressure on the back of the wall shows an irregular “inverted trapezoid”,peaking at about 10 cm below the top of the pile. Under EL-Centro earthquake excitation,the amplification effect of each measuring point changes linearly with the increase of PGA,and is scattered between 0.8 and 1.6,while under Wolong earthquake excitation,the amplification effect of each measuring point changes nonlinearly with the increase of PGA,mainly concentrated around 1.4. It can be seen that the acceleration amplification factor of the measuring point away from the anti-slide pile is much smaller than that of the measuring point near the anti-slide pile,indicating that the soil structure near the anti-slide pile is more complete.
曲宏略,董望旺,张 哲,吴 颖,罗 浩,邓媛媛. 锚索桩板墙加固边坡动力响应特性的模型试验研究[J]. 岩石力学与工程学报, 2023, 42(S2): 3921-3930.
QU Honglue,DONG Wangwang,ZHANG Zhe,WU Ying,LUO Hao,DENG Yuanyuan. Model test research on the influence of ground motion parameters on the dynamic response characteristics of anchored sheet pile wall. , 2023, 42(S2): 3921-3930.
郑 桐,刘红帅,袁晓铭,等. 锚索抗滑桩地震响应的离心振动台模型试验研究[J]. 岩石力学与工程学报,2016,35(11):2 276-2 286. (ZHENG Tong,LIU Hongshuai,YUAN Xiaoming,et al. Experimental study on seismic response of anti-slide piles with anchor cables by centrifugal shaking table[J]. Chinese Journal of Rock Mechanics and Engineering,2016,35(11):2 276-2 286.(in Chinese))
[6]
徐光兴,姚令侃,高召宁,等. 边坡动力特性与动力响应的大型振动台模型试验研究[J]. 岩石力学与工程学报,2008,27(3):624-632.(XU Guangxing,YAO Lingkan,GAO Zhaoling,et al. Large-scale shaking table model test study on dynamic characteristics and dynamic responses of slope[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(3):624-632.(in Chinese))
[8]
刘汉香,许 强,范宣梅,等. 地震动强度对斜坡加速度动力响应规律的影响[J]. 地震工程与工程振动,2012,33(2):41-47.(LIU Hanxiang,XU Qiang,FAN Xuanmei,et al. Effects of seismic parameters on acceleration responses of slopes[J]. Earthquake Engineering and Engineering Vibration,2012,33(2):41-47.(in Chinese))
[10]
QU H L,LIU Y,LUO H,et al. Seismic response characteristics of stabilizing pile based on elastic-plastic analysis[J]. Shock and Vibration,2018,2018(19):1-15.
[12]
曲宏略,李瑞峰,张建经,等. 预应力锚索桩板墙的地震响应及影响参数研究[J]. 地下空间与工程学报,2018,14(2):536-545.(QU Honglue,LI Ruifeng,ZHANG Jianjing,et al. Research on seismic responses and influence parameters for prestressed anchor sheet pile wall[J]. Chinese Journal of Underground Space and Engineering,2018,14(2):536-545.(in Chinese))
[16]
曲宏略,张建经,朱大鹏. 预应力锚索桩板墙抗震设计计算方法研究[J]. 岩石力学与工程学报,2013,32(增2):4 149-4 156.(QU Honglue,ZHANG Jianjing,ZHU Dapeng. Research on aseismic design of prestressed anchor sheet pile wall[J]. Chinese Journal of Rock Mechanics and Engineering,2013,32(Supp.2):4 149-4 156.(in Chinese))
[1]
ZHANG J J,QU H L,LIAO Y,et al. Seismic damage of earth structures of road engineering in the 2008 Wenchuan earthquake[J]. Environmental Earth Sciences,2012,65(4):987-993.
[9]
董金玉,杨国香,伍法权,等. 地震作用下顺层岩质边坡动力响应和破坏模式大型振动台试验研究[J]. 岩土力学,2011,32(10): 2 977-2 982.(DONG Jinyu,YANG Guoxiang,WU Faquan,et al. The large-scale shaking table test study of dynamic response and failure mode of bedding rock slope under earthquake[J]. Rock and Soil Mechanics,2011,32(10):2 977-2 982.(in Chinese))
[7]
QU H L,LUO H,HU H G,et al. Dynamic response of anchored sheet pile wall under ground motion:Analytical model with experimental validation[J]. Soil Dynamics and Earthquake Engineering,2018,115:896-906.
[2]
ZEKRI A,GHALANDARZADEH A,GHASEMI P,et al. Experimental study of remediation measures of anchored sheet pile quay walls using soil compaction[J]. Ocean Engineering,2015,93:45-63.
[3]
曲宏略,张建经. 地基条件对挡土墙地震土压力影响的振动台试验研究[J]. 岩土工程学报,2012,34(7):1 227-1 233.(QU Honglue,ZHANG Jianjing. Shaking table tests on influence of site conditions on seismic earth pressures of retaining wall[J]. Chinese Journal of Geotechnical Engineering,2012,34(7):1 227-1 233.(in Chinese))
[13]
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))
[5]
郑 桐,刘红帅,袁晓铭,等. 基于动力离心试验的锚拉桩加固滑坡时程响应分析[J]. 自然灾害学报,2017,26(3):39-47.(ZHENG Tong,LIU Hongshuai,YUAN Xiaoming,et al. Time history response analysis of landslide mass reinforced by anchorage pile based on dynamic centrifugal test[J]. Journal of Natural Disasters,2017,26(3):39-47.(in Chinese))
[11]
QU H L,LI R F,ZHANG J J,et al. Comparative analysis of seismic response characteristics of two representative sheet pile walls[J]. Rock and Soil Mechanics,2017,38(5):1 335-1 342.
[14]
QU H L,HU H G,ZHANG J J,et al. Dynamic response characteristics of anchor cable piles under ground motion[J]. China Earthguake Engineering Journal,2015,37(2):317-323.
[15]
曾德荣,李 霖. 抗滑桩锚索联合体系特性研究[J]. 重庆交通大学学报:自然科学版,2001,20(2):78-82.(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))