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 37 Issue 11
Turn off MathJax
Article Contents
Abstract
References
Related Articles
HE Rui, WANG Li-zhong. Horizontal vibration of a deeply buried plate anchor in sandy seabed[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(11): 2107-2110. DOI: 10.11779/CJGE201511024
Citation: HE Rui, WANG Li-zhong. Horizontal vibration of a deeply buried plate anchor in sandy seabed[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(11): 2107-2110. DOI: 10.11779/CJGE201511024
shu

Horizontal vibration of a deeply buried plate anchor in sandy seabed

  • 1. College of Harbor, Coastal and Offshore Engineering, Hohai University, Nanjing 210098, China;
    2. College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310058, China

More Information
  • Received Date: September 07, 2014
  • Published Date: November 19, 2015
    Graphical Abstract
    • Abstract
  • Based on the dynamic impedance of a massless rigid disc buried in a coupled seawater-seabed half-space (He and Wang, 2013), the horizontal vibration of a widely used deeply buried plate anchor is studied, which is subjected to a constant vertical pull force and with self-weight, under harmonic horizontal wave loads. Simplified formulas to calculate the resonance frequency and magnification factor are given. By using parameters of a real seabed and plate anchors, it is found that the resonance of the deeply buried plate anchor can be avoided if the thickness to radius ratio of the anchor satisfies some requests. For real plate anchors, it is very easy to satisfy the requests. Besides, the horizontal displacement of the deeply buried plate anchor seems to be independent of the frequencies of the wave loads, and the largest horizontal displacement occurs when the wave load frequency is 0. The results of this study will be helpful for understanding the horizontal vibration characters of the widely used deep sea plate anchors.
    • FullText(HTML)
    • References (13)
  • [1]
    HE R, WANG L Z. Horizontal vibration of a rigid disk buried in a poroelastic half-space in contact with a fluid half-space[J]. Soil Dynamics and Earthquake Engineering, 2013, 44: 38-41.
    [2]
    LUCO J E, WESTMAN R A. Dynamic response of circular footing[J]. Journal of the Engineering Mechanics Division, 1971, 97: 1381-1395.
    [3]
    VELETSOS A S, WEI Y T. Lateral and rocking vibrations of footings[J]. Journal of Soil Mechanics and Foundations Division, ASCE, 1971, 97: 1227-1248.
    [4]
    VELETSOS A S,VERBIC B. Vibration of viscoelastic foundations[J]. Earthquake Engineering and Structural Dynamics, 1973, 2: 87-102.
    [5]
    LUCO J E. Impedance functions for a rigid foundation on a layered medium[J]. Nuclear Engineering and Design, 1975, 31: 204-217.
    [6]
    LUCO J E. Vibrations of a rigid disc on a layered viscoelastic medium[J]. Nuclear Engineering and Design, 1976, 36: 325-340.
    [7]
    JIN B,LIU H. Horizontal vibrations of a disk on a poroelastic half-space[J]. Soil Dynamics and Earthquake Engineering, 2000, 19: 269-275.
    [8]
    ANDERSEN L, CLAUSEN J. Impedance of surface footings on layered ground[J]. Computer and Structures, 2008, 86: 72-87.
    [9]
    ESKANDARI-GHADI M, FALLAHI M, ARDESHIR-BEHRESTAGHI A. Vertical and horizontal vibrations of a rigid disc on a multilayered transversely isotropic half-space[J]. Soil Dynamics and Earthquake Engineering, 2014, 61/62: 135-139.
    [10]
    PAK R Y S, SAPHORES J D M. Lateral translation of a rigid disc in a semi-infinite solid[J]. Quarterly Journal of Mechanics and Applied Mathematics, 1992, 45: 435-449.
    [11]
    RANDOLPH M F, GOURVENEC S M. Offshore Geotechnical Engineering[M]. London: Taylor & Francis, 2010.
    [12]
    BIOT M. Theory of propagation of elastic waves in a ?uid-saturate porous solid. I. Low-frequency range[J]. Journal of the Acoustical Society of America, 1956, 28: 168-178.
    [13]
    GAZETAS G. Analysis of machine foundations: state of the art[J]. Soil Dynamic Earthquake Engineering, 1983, 2: 2-42.
    • Related Articles

  • Related Articles

    [1]HE Hai-jie, LAN Ji-wu, CHEN Yun-min, QIU Qing-wen, SHI Wei. Application and analysis of drainage well in landfill slip control[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(5): 813-821. DOI: 10.11779/CJGE201705005
    [2]TIAN Hao, LI Shu-cai, WANG Zhe-chao, XUE Yi-guo, ZHOU Yi, JIANG Yan-yan, ZHAO Jian-gang, WANG Lun-xiang, LÜ Xiao-qing. Field monitoring and stability analysis of underground crude oil storage caverns in construction phase[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(9): 1710-1720. DOI: 10.11779/CJGE201509021
    [3]WANG Zi-yu, LING Xian-zhang, HUI Su-qing. Field monitoring of vibration response of subgrade in a seasonally frozen region[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(9): 1591-1598. DOI: 10.11779/CJGE201509005
    [4]LIU Chuan-xiao, WANG Long, LIU Zhi-hao, HUANG Dong-chen, ZHANG Xiu-li. Time effects of flexible inverted arch with composite structures to control stability of chamber adjoining with soft rock masses[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(8): 1464-1468.
    [5]ZHAN Liang-tong, LUO Xiao-yong, CHEN Yun-ming, LI Zhi-qin. Field monitoring items and warning values for slope safety of MSW landfills[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(7): 1305-1312.
    [6]LI Xiao-jun, YANG Yu. Measures for stability control of transmitting boundary[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(4): 641-645.
    [7]LI Dong-hai, WANG Meng-shu, DING Zhen-ming, LIU Jun, ZHANG Ding-li, LIU Ji-yao. Three-dimensional numerical analysis and monitoring of deformation of SMW retaining structures of deep excavations in gravelly soils[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 120-124.
    [8]XU Chao, YE Guanbao, JIANG Zhusheng, ZHOU Qizhao. Research on mechanism of combined improvement of soft soils based on field monitoring[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(7): 918-921.
    [9]LIU Zhaowei, HE Manchao, XIAO Hongqu. Deformation monitoring and control measures of shallow large-span duel-linked arch tunnel[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(3): 339-342.
    [10]KONG Heng, MA Nianjie, WANG Mengshu, ZHANG Dehua. Stabilization control of rock bolted roadways based on dynamic monitoring and feedback of surrounding rocks[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(4): 475-478.
    • Supplements (0)

  • Cited by

    Periodical cited type(4)

    1. 冉志红，董国华，杨子富，林帆. 基于经验频率分布的偏态概率模型可靠度计算方法研究. 四川建筑科学研究. 2024(01): 52-59 .
    2. 易顺，潘家军，王艳丽，徐晗，白强强，杨志勇. 基坑地表沉降的偏态分布函数应用. 长江科学院院报. 2024(08): 135-141+179 .
    3. 周勇，王延凯，王正振，王宁. 考虑局部超载下的桩锚支护结构变形分析. 科学技术与工程. 2021(14): 5943-5950 .
    4. 赵平，韩治勇. 深基坑开挖引起的地表竖向变形分析. 安徽科技学院学报. 2021(06): 112-118 .

    Other cited types(10)

Catalog

    Get Citation
    PDF
    XML
    Article views PDF downloads Cited by(14)
    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