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 5
Turn off MathJax
Article Contents
Abstract
References
Related Articles
LIANG Fayun, LI Tongda, JIA Yajie, ZHANG Hao. Thin-layer method for dynamic impedance of isolated foundation with cushions and its parameter analysis[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(5): 883-892. DOI: 10.11779/CJGE20220409
Citation: LIANG Fayun, LI Tongda, JIA Yajie, ZHANG Hao. Thin-layer method for dynamic impedance of isolated foundation with cushions and its parameter analysis[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(5): 883-892. DOI: 10.11779/CJGE20220409
shu

Thin-layer method for dynamic impedance of isolated foundation with cushions and its parameter analysis

  • 1.

    Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, China

  • 2.

    Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China

More Information
  • Received Date: April 06, 2021
  • Available Online: May 18, 2023
    Graphical Abstract
    • Abstract
  • Based on the semi-infinite elastic foundation model, the dynamic impedance solution of the isolated foundation with cushions in layered soils is deduced by introducing the thin-layer method. The proposed method is verified by the viscoelastic boundary finite element model. A systematic parameter analysis is carried out for the horizontal and rocking dynamic impedances of the isolated foundation with cushions. The calculated results by the model show that within the range of 0~10 Hz, the thickness of the cushions and the number of piles have obvious effects on the rocking impedances: the greater the thickness of the cushions, the smaller the rocking impedance of the isolated foundation with cushions; the more the piles, the greater the rocking impedance of the isolated foundation with cushions. In addition, under the same conditions, the greater the pile length, the greater the real part of the swing impedance of the cushion isolation foundation. The shear wave velocity of the cushion has a certain influence on the horizontal and rocking impedances of the foundation. The proposed method is suitable for analyzing the dynamic characteristics of the isolated foundation with cushions under earthquake loads.
    • FullText(HTML)
    • References (22)
  • [1]
    COMBAULT J. The Rion-Antirion bridge—when a dream becomes reality[J]. Frontiers of Architecture and Civil Engineering in China, 2011, 5(4): 415-426. doi: 10.1007/s11709-011-0130-x
    [2]
    STEENFELT J S, FOGED B, AUGUSTESEN A H. Izmit Bay Bridge-Geotechnical challenges and innovative solutions[J]. International Journal of Bridge Engineering, 2015, 3(3): 53-68.
    [3]
    KROON I B, POLK H, FUGLSANG K. 1915 çanakkale bridge-Meeting the challenge[M]//Springer Tracts on Transportation and Traffic. Cham: Springer International Publishing, 2021: 55-69.
    [4]
    PECKER A. Enhanced seismic design of shallow foundations: example of the Rion-Antirion Bridge[C]//Proceeding of 4th Athenian Lecture on Geotechnical Engineering. Athens, 2006.
    [5]
    LIANG F Y, LI T D, QIAN Y, et al. Investigating the seismic isolation effect of the cushioned pile raft foundation in soft clay through dynamic centrifuge tests[J]. Soil Dynamics and Earthquake Engineering, 2021, 142: 106554. doi: 10.1016/j.soildyn.2020.106554
    [6]
    肖晓春, 林皋, 迟世春. 桩-土-结构动力相互作用的分析模型与方法[J]. 世界地震工程, 2002, 18(4): 123-130. doi: 10.3969/j.issn.1007-6069.2002.04.022

    XIAO Xiaochun, LIN Gao, CHI Shichun. Analysis model and methods of pile-soil-structure dynamic interaction[J]. World Information on Earthquake Engineering, 2002, 18(4): 123-130. (in chinese) doi: 10.3969/j.issn.1007-6069.2002.04.022
    [7]
    KAYNIA A M. Dynamic Stiffness and Seismic Response of Pile Groups [D]. CAMBRIDGE: Massachusetts Institute of Technology, 1982.
    [8]
    CAIRO R, CONTE E, DENTE G. Analysis of pile groups under vertical harmonic vibration[J]. Computers and Geotechnics, 2005, 32(7): 545-554. doi: 10.1016/j.compgeo.2005.10.001
    [9]
    CAIRO R, CONTE E, DENTE G. Interaction factors for the analysis of pile groups in layered soils[J]. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2005, 131(4): 525-528. doi: 10.1061/(ASCE)1090-0241(2005)131:4(525)
    [10]
    GAZETAS G, MAKRIS N. Dynamic pile-soil-pile interaction Part Ⅰ: Analysis of axial vibration[J]. Earthquake Engineering & Structural Dynamics, 1991, 20(2): 115-132.
    [11]
    MAKRIS N, GAZETAS G. Dynamic pile-soil-pile interaction Part Ⅱ: Lateral and seismic response[J]. Earthquake Engineering & Structural Dynamics, 1992, 21(2): 145-162.
    [12]
    LYSMER J, WAAS G. Shear waves in plane infinite structures[J]. Journal of the Engineering Mechanics Division, 1972, 98(1): 85-105. doi: 10.1061/JMCEA3.0001583
    [13]
    WASS G. Dynamisch belastete foundamente auf geschichtetem baugrund[J]. VDI Berichte, 1980, 381: 185-189. (WASS G. Dynamically liacled for foundations on layered ground[J]. VDI Berichte, 1980, 381: 185-189. (in German)
    [14]
    WASS G, HARTMANN H. Seismic analysis of pile foundations including pile-soil-pile interaction[C]//Proc 8th World Conference on Earthquake Engineering, San Francisco, 1984.
    [15]
    SEN R. Green's function implementation for pile analysis[J]. Journal of Engineering Mechanics, 1987, 113(4): 594-609. doi: 10.1061/(ASCE)0733-9399(1987)113:4(594)
    [16]
    蒋通, 程昌熟. 用薄层法分析层状地基中各种基础的阻抗函数[J]. 力学季刊, 2007, 28(2): 180-186. doi: 10.3969/j.issn.0254-0053.2007.02.002

    JIANG Tong, CHENG Changshu. Impedance functions analysis of various foundations embedded in stratified soils by using thin layer method[J]. Chinese Quarterly of Mechanics, 2007, 28(2): 180-186. (in Chinese) doi: 10.3969/j.issn.0254-0053.2007.02.002
    [17]
    蒋通, 程昌熟. 用二次形函数薄层法分析弹性层状地基中的动力问题[J]. 力学季刊, 2006, 27(3): 495-504. https://www.cnki.com.cn/Article/CJFDTOTAL-SHLX200603018.htm

    JIANG Tong, CHENG Changshu. Dynamic analysis of elastic stratified soil problems by using thin layer method with quadratic shape function[J]. Chinese Quarterly of Mechanics, 2006, 27(3): 495-504. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-SHLX200603018.htm
    [18]
    HE R, PAK R Y S, WANG L Z. Elastic lateral dynamic impedance functions for a rigid cylindrical shell type foundation[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2017, 41(4): 508-526. doi: 10.1002/nag.2567
    [19]
    陈龙珠, 梁发云. 桩筏基础的积分方程解法及其参数分析[J]. 岩土工程学报, 2004, 26(6): 733-738. doi: 10.3321/j.issn:1000-4548.2004.06.002

    CHEN Longzhu, LIANG Fayun. An integral equation approach and parametric analysis for piled raft foundation[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(6): 733-738. (in Chinese) doi: 10.3321/j.issn:1000-4548.2004.06.002
    [20]
    TABATABAIE-RAISSI M. The Flexible Volume Method for Dynamic Soil-Structure Interaction Analysis[D]. Berkeley: University of California, 1982.
    [21]
    MUKI R, STERNBERG E. Elastostatic load-transfer to a half-space from a partially embedded axially loaded rod[J]. International Journal of Solids and Structures, 1970, 6(1): 69-90. doi: 10.1016/0020-7683(70)90082-X
    [22]
    文学章, 尚守平. 层状地基中桩筏基础的动力阻抗研究[J]. 工程力学, 2009, 26(8): 95-99.

    WEN Xuezhang, SHANG Shouping. Research on dynamic impedance functions of pile-raft foundation in layered soil[J]. Engineering Mechanics, 2009, 26(8): 95-99. (in Chinese)
    • Related Articles

  • Related Articles

    [1]CAO Xiaolin, ZHOU Fengxi, DAI Guoliang. Dynamic response analysis of saturated soils and single pile under horizontal loads[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(S2): 73-78. DOI: 10.11779/CJGE2023S20004
    [2]ZHANG Ling, YUE Shao, ZHAO Ming-hua, PENG Wen-zhe. Behaviors of pile-column piers based on modified pasternak foundation model[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(10): 1817-1826. DOI: 10.11779/CJGE202210007
    [3]TAO Lian-jin, WANG Zhi-gang, SHI Cheng, AN Shao, JIA Zhi-bo. Analytical solution for longitudinal response of pipeline structure under fault dislocation based on Pasternak foundation model[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(9): 1577-1586. DOI: 10.11779/CJGE202209002
    [4]ZHUANG Hai-yang, ZHAO Chang, YU Xu, CHEN Guo-xing. Earthquake responses of piles-soil dynamic interaction system for base-isolated structure system based on shaking table tests[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(6): 979-987. DOI: 10.11779/CJGE202206001
    [5]LIN Cun-gang, HUANG Mao-song. Deflections of discontinuous buried pipelines induced by shield tunnelling based on Pasternak foundation[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(7): 1200-1207. DOI: 10.11779/CJGE201907003
    [6]LIANG Fa-yun, LI Yan-chu, HUANG Mao-song. Simplified method for laterally loaded piles based on Pasternak double-parameter spring model for foundations[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk1): 300-304.
    [7]HUANG Mao-song, ZHONG Rui, REN Qing. Lateral vibration of caisson-pile composite foundation in layered soils[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(5): 790-797.
    [8]HUANG Maosong, WU Zhiming, REN Qing. Lateral vibration of pile groups in layered soil[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(1): 32-38.
    [9]WU Siyu, SONG Erxiang, LIU Huabei, SHAO Xiaohui. Shaking table test of composite foundation with rigid pile[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(11): 99-102.
    [10]JIANG Jianguo, ZOU Yingsheng, ZHOU Xuhong, YI Xiaohua. Dynamic interaction factor under lateral seismic excitationconsidering the effect of axial load[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(6): 764-768.
    • Supplements (0)

  • Cited by

    Periodical cited type(5)

    1. 徐其. 激振荷载作用下桩基础变形及力学响应特性试验研究. 江西建材. 2024(12): 267-269+272 .
    2. 李永焕，刘志贺，饶勤波，过锦，胡海波，刘秋媛，杨萤. 考虑空间效应的基坑开挖对邻近管线的影响分析. 长江科学院院报. 2023(05): 125-130 .
    3. 李斌，景立平，王友刚，涂健，齐文浩. 水平低周往复荷载作用下核岛桩基抗震性能试验研究. 岩土工程学报. 2023(10): 2119-2128 . 本站查看
    4. 曹小林，周凤玺，戴国亮，龚维明. 激振荷载作用下桩基础动力响应的现场试验分析. 岩土工程学报. 2023(S1): 171-175 . 本站查看
    5. 曹小林，周凤玺，戴国亮. 水平荷载作用下饱和土与单桩的相互作用动力响应分析. 岩土工程学报. 2023(S2): 73-78 . 本站查看

    Other cited types(6)

Catalog

    Get Citation
    PDF
    XML
    Article views (435) PDF downloads (156) Cited by(11)
    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