Advanced Search
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
  • Scopus数据库收录期刊
Volume 45 Issue S2
Turn off MathJax
Article Contents
Abstract
References
WANG Yu, ZHENG Tong, SUN Rui, QI Wenhao, LI Linggui, CHENG Yang, ZHANG Yiming. Comparative tests on seismic performance of anti-slide piles with prestressed anchor cables with different angles[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(S2): 110-115. DOI: 10.11779/CJGE2023S20012
Citation: WANG Yu, ZHENG Tong, SUN Rui, QI Wenhao, LI Linggui, CHENG Yang, ZHANG Yiming. Comparative tests on seismic performance of anti-slide piles with prestressed anchor cables with different angles[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(S2): 110-115. DOI: 10.11779/CJGE2023S20012
shu

Comparative tests on seismic performance of anti-slide piles with prestressed anchor cables with different angles

  • 1.

    Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China

  • 2.

    Key Laboratory of Earthquake Disaster Mitigation, Ministry of Emergency Management, Harbin 150080, China

  • 3.

    No.5 Geological and Mineral Survey Institute of Qinghai Province, Xining 810028, China

More Information
  • Received Date: November 29, 2023
  • Available Online: April 19, 2024
    Graphical Abstract
    • Abstract
  • The prestressed anchor cable is an important component of the anti-slide pile of prestressed anchor cable, but the influences of its arrangement angle on the seismic performance of the anti-slide pile of prestressed anchor cable is not yet clear. To this end, a series of centrifugal model tests considering the horizontal and inclined layout of anchor cables are designed and completed. The seismic deformation and acceleration amplification characteristics of the slope are compared and analyzed under different arrangement angles of anchor cable, as well as the stress characteristics of the pile-anchor structure. It is revealed the influences of arrangement angle of anchor cable change the seismic seismic performance of the anti-slide pile of prestressed anchor cable-slope system. The results show that there is an abnormal amplification phenomenon of acceleration near the anchor point of the anchor cable under different arrangement angles of anchor cable, and the amplification coefficient increases with the increase of input seismic intensity. The settlement amplitude and acceleration amplification of the slope are significantly reduced when the inclined anchor placement is applied. The inclined anchor placement is beneficial for improving the seismic stress on the pile, and the peak dynamic bending moment and dynamic soil pressure of the pile are significantly reduced compared to those under horizontal anchor placement. The inclined anchoring method can effectively slow down the growth of internal forces in anchor cables and reduce the risk of seismic failure in the pile-anchor-slope system.
    • FullText(HTML)
    • References (17)
  • [1]
    CHIGIRA M, WU X, INOKUCHI T, et al. Landslides induced by the 2008 Wenchuan earthquake, Sichuan, China[J]. Geomorphology, 2010, 118: 225-238. doi: 10.1016/j.geomorph.2010.01.003
    [2]
    YIN Y P, WANG F W, SUN P. Landslide hazards triggered by the 2008 Wenchuan earthquake, Sichuan, China[J]. Landslides, 2009, 6(2): 139-152. doi: 10.1007/s10346-009-0148-5
    [3]
    ZHANG 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. doi: 10.1007/s12665-011-1519-5
    [4]
    QU H, LI R, ZHANG J, et al. A novel approach for seismic design of anchored sheet pile wall[J]. Tehnicki Vjesnik- Technical Gazette, 2016, 23(2): 455-463.
    [5]
    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. http://cge.nhri.cn/cn/article/id/14975

    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) http://cge.nhri.cn/cn/article/id/14975
    [6]
    艾挥, 吴红刚, 陈小云. 单锚点与多锚点抗滑桩的动力响应对比试验研究[J]. 科学技术与工程, 2016, 16(20): 264-270. https://www.cnki.com.cn/Article/CJFDTOTAL-KXJS201620048.htm

    AI Hui, WU Honggang, CHEN Xiaoyun. Research on the dynamic responce of single anchor and multi anchor anti slide pile with seismic wave[J]. Science Technology and Engineering, 2016, 16(20): 264-270. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-KXJS201620048.htm
    [7]
    GARALA T K, MADABHUSHI G S P. Seismic behaviour of soft clay and its influence on the response of friction pile foundations[J]. Bulletin of Earthquake Engineering, 2019, 17(4): 1919-1939. doi: 10.1007/s10518-018-0508-4
    [8]
    GHOSH B, MADABHUSHI S P G. Centrifuge modelling of seismic soil structure interaction effects[J]. Nuclear Engineering and Design, 2007, 237: 887-896. doi: 10.1016/j.nucengdes.2006.09.027
    [9]
    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): 2276-2286. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201611012.htm

    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): 2276-2286. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201611012.htm
    [10]
    国家市场监督管理总局, 国家标准化管理委员会. 滑坡防治设计规范: GB/T 38509—2020[S]. 北京: 中国标准出版社, 2020.

    Standardization Administration of the People's Republic of China. Code for the Design of Landslide Stabilization: GB/T 38509—2020[S]. Beijing: Standards Press of China, 2020. (in Chinese)
    [11]
    CHEN H, ZHANG G, CHANG Z, et al. Failure analysis of a highway cut slope with anti-slide piles[J]. Geofluids, 2021: 6622214.
    [12]
    WANG J, LIU H, LIU H, et al. Centrifuge model study on the seismic responses of shield tunnel[J]. Tunnelling and Underground Space Technology, 2019, 92: 103036. doi: 10.1016/j.tust.2019.103036
    [13]
    CILINGIR U, MADABHUSHI S P G. Effect of depth on seismic response of circular tunnels[J]. Canadian Geotechnical Journal, 2011, 48(1): 117-127. doi: 10.1139/T10-047
    [14]
    HERON C M, HAIGH S K, MADABHUSHI S P G. A new macro-element model encapsulating the dynamic moment-rotation behaviour of raft foundations[J]. Géotechnique, 2015, 65(5): 442-451. doi: 10.1680/geot.SIP.15.P.020
    [15]
    LIU H S, BO J S, LI P, et al. Site amplification effects as an explanation for the intensity anomaly in the Hanyuan Town during the Wenchuan Mw 7.9 earthquake[J]. Earthquake Engineering and Engineering Vibration, 2016, 15(3): 435-444. doi: 10.1007/s11803-016-0334-0
    [16]
    BRENNAN A J, MADABHUSHI S P G. Amplification of seismic accelerations at slope crests[J]. Canadian Geotechnical Journal, 2009, 46(5): 585-594. doi: 10.1139/T09-006
    [17]
    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(增刊2): 4149-4156.

    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(S2): 4149-4156. (in Chinese)
    • Related Articles
  • Supplements (0)

  • Cited by

    Periodical cited type(13)

    1. 汪云飞，王海军，赵新铭，汤雷，潘建伍. 热载荷下脆性固体中三维平行内裂纹的相互作用：实验和数值模拟（英文）. Journal of Central South University. 2023(01): 331-350 .
    2. 胡南燕，黄建彬，罗斌玉，李雪雪，陈敦熙，曾子懿，付晗，娄家豪. 环氧树脂基脆性透明岩石相似材料配比试验研究. 岩土力学. 2023(12): 3471-3480 .
    3. Jiyun Xu，Hanzhang Li，Haijun Wang，Lei Tang. Experimental study on 3D internal penny-shaped crack propagation in brittle materials under uniaxial compression. Deep Underground Science and Engineering. 2023(01): 37-51 .
    4. Haijun Wang，Hanzhang Li，Lei Tang，Xuhua Ren，Qingxiang Meng，Chun Zhu. Fracture of two three-dimensional parallel internal cracks in brittle solid under ultrasonic fracturing. Journal of Rock Mechanics and Geotechnical Engineering. 2022(03): 757-769 .
    5. Haijun Wang，Hanzhang Li，Lei Tang，Jianchun Li，Xuhua Ren. Fracturing behavior of brittle solids containing 3D internal crack of different depths under ultrasonic fracturing. International Journal of Mining Science and Technology. 2022(06): 1245-1257 .
    6. 王海军，乐成军，汤雷，赵初，李汉章，戚海棠. 基于3D-ILC含水平内裂纹脆性固体三点弯断裂特性研究. 岩土力学. 2021(10): 2773-2784 .
    7. 王海军，顾浩，任然，汤雷，郁舒阳，戚海棠. 基于3D-ILC脆性材料双共面与障碍内裂纹扩展特性. 煤炭学报. 2021(S1): 263-273 .
    8. 张志韬，王海军，汤雷，赵初，李汉章，苏正洋. 基于3D-ILC含偏心内裂纹半圆弯拉断裂特性研究. 岩土力学. 2020(01): 111-122+131 .
    9. 王海军，郁舒阳，李汉章，任然，汤雷，朱文炜. 基于3D-ILC超声场致脆性固体单内裂纹扩展规律研究. 岩石力学与工程学报. 2020(05): 938-948 .
    10. 王海军，郁舒阳，汤子璇，汤雷，任然，徐进. 基于3D-ILC含60°内裂纹脆性球体Ⅰ-Ⅱ-Ⅲ型断裂研究. 岩土力学. 2020(05): 1573-1582 .
    11. 王海军，张珂，任然，汤雷，郁舒阳. 基于3D-ILC含60°平行双内裂纹脆性巴西圆盘断裂特性. 工程科学与技术. 2020(04): 184-193 .
    12. 金爱兵，王树亮，王本鑫，孙浩，陈帅军，朱东风. 基于DIC的3D打印交叉节理试件破裂机制研究. 岩土力学. 2020(12): 3862-3872 .
    13. 王海军，郁舒阳，任然，汤雷，李欣昀，贾宇. 基于3D-ILC含内裂纹孔口脆性固体断裂特性试验. 岩土力学. 2019(06): 2200-2212 .

    Other cited types(2)

Catalog

    Get Citation
    PDF
    XML
    Article views PDF downloads Cited by(15)
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return