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 38 Issue 4
Turn off MathJax
Article Contents
Abstract
References
AI Zhi-yong, LI Zhi-xiong. Horizontal vibration of a pile group in transversely isotropic layered soils under scour conditions[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(4): 613-618. DOI: 10.11779/CJGE201604004
Citation: AI Zhi-yong, LI Zhi-xiong. Horizontal vibration of a pile group in transversely isotropic layered soils under scour conditions[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(4): 613-618. DOI: 10.11779/CJGE201604004
shu

Horizontal vibration of a pile group in transversely isotropic layered soils under scour conditions

  • 1. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China;
    2. Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, China

More Information
  • Revised Date: March 11, 2015
  • Published Date: April 24, 2016
    Graphical Abstract
    • Abstract
  • The finite element and indirect boundary element coupling method is proposed to solve the horizontal vibration of a pile group in transversely isotropic layered soils under scour conditions. The pile group is discretized by a three-node beam element. And then, based on the dynamic solution for transversely isotropic layered soils in frequency domain and considering the pile-pile interactions, the integral equation for the soil is established. After the integral equation is discretized and evaluated numerically, the flexibility matrix of the soil is obtained. The equation for the interaction between the pile group and the soil is deduced using the compatibility conditions between the pile and the soil. After introducing the boundary conditions of the pile head, the solutions for the interaction equation are obtained. Finally, numerical examples are used to validate the proposed theory and results, and to investigate the influence of the scour depth on the horizontal vibration response of the pile group.
    • FullText(HTML)
    • References (9)
  • [1]
    SUMER B M, FREDSØE J, CHRISTIANSEN N. Scour around a vertical pile in waves[J]. Journal of Waterway, Port, Coastal and Ocean Engineering, 1992, 118(1): 15-31.
    [2]
    AVENT R R, ALAWADY M. Bridge scour and substructure deterioration: case study[J]. Journal of Bridge Engineering, 2005, 10(3): 247-254.
    [3]
    LIN C, BENNETT C R, HAN J, et al. Scour effects on the response of laterally loaded piles considering stress history of sand[J]. Computers and Geotechnics, 2010, 37(7/8): 1008-1014.
    [4]
    MOSTAFA Y E. Effect of local and global scour on lateral response of single piles in different soil conditions[J]. Engineering, 2012, 4(6): 297-306.
    [5]
    POULOS H G, DAVIS T G. Pile foundation analysis and design[M]. New York: John Wiley and Sons, 1980.
    [6]
    EL SHARNOUBY B, NOVAK M. Static and low-frequency response of pile groups[J]. Canadian Geotechnical Journal, 1985, 22(1): 79-94.
    [7]
    任 青, 黄茂松, 韩东晓. 考虑轴力的部分埋入群桩基础水平振动特性[J]. 岩石力学与工程学报, 2011, 30(9): 1932-1944. (REN Qing, HUANG Mao-song, HAN Dong-xiao. Lateral vibration properties of partially embedded pile groups foundation considering axial forces[J]. Chinese Journal of Rock Mechanics and Engineering, 2011, 30(9): 1932-1944. (in Chinese))
    [8]
    AI Z Y, LI Z X. Dynamic analysis of a laterally loaded pile in a transversely isotropic multilayered half-space[J]. Engineering Analysis with Boundary Elements, 2015, 54(1): 68-75.
    [9]
    AI Z Y, LI Z X. Time-harmonic response of transversely isotropic multilayered half-space in a cylindrical coordinate system[J]. Soil Dynamics and Earthquake Engineering, 2014, 66(1): 69-77.
    • Related Articles
  • Supplements (0)

  • Cited by

    Periodical cited type(10)

    1. 申林方，巫益，刘文连，李泽，王志良. 化学溶液长期浸泡作用下灰岩溶蚀劣化研究. 地下空间与工程学报. 2024(01): 82-90 .
    2. 贾蓬，毛松泽，钱一锦，卢佳亮. 不同加载速率下冻融砂岩的动态劈裂特性. 东北大学学报(自然科学版). 2024(01): 111-119 .
    3. 杨康辉，吴志鑫，苏叶茂，刘少锐，郑靖，周仲荣. 仿生侵蚀介质对滚刀/大理岩滚动摩擦磨损行为的影响. 表面技术. 2024(09): 117-126 .
    4. 赵文环，陈剑，周泽卿. 一维动静组合加载下灰岩力学特性及能量耗散分析. 现代矿业. 2024(05): 235-239 .
    5. 张佳男，杨雪，陈北辰. 实验室模拟石质文物老化试验的研究进展. 首都师范大学学报(自然科学版). 2024(06): 62-73 .
    6. 平琦，胡薇，后健民. 弱酸腐蚀下含孔砂岩动态压缩力学特性试验研究. 河南城建学院学报. 2024(06): 1-7+34 .
    7. 谢森林，万文，周宏伟，贾文豪，张雷，魏青，陈伟. 酸腐蚀条件下石膏岩分数阶蠕变本构模型研究. 力学与实践. 2022(02): 266-275 .
    8. 宁建国，李壮，王俊，邢闯闯，沈圳. 动态拉应力波作用下锚固体力学响应试验研究. 采矿与安全工程学报. 2022(04): 731-740 .
    9. 赵宁，董硕，陈熙宇，殷达，刘若涛，荣冠. 弱风化花岗岩的动态力学特性试验研究. 三峡大学学报(自然科学版). 2022(05): 62-70 .
    10. 马涛，丁梧秀，王鸿毅，陈桂香，陈华军，闫永艳. 酸性水化学溶液侵蚀下不同矿物成分含量灰岩溶解特性及力学特性研究. 岩土工程学报. 2021(08): 1550-1557 . 本站查看

    Other cited types(22)

Catalog

    Get Citation
    PDF
    XML
    Article views PDF downloads Cited by(32)
    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