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 40 Issue S1
Turn off MathJax
Article Contents
Abstract
References
Related Articles
ZHOU Yong, ZHU Ya-wei. Pile-soil interaction considering thickness of contact surface[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(S1): 247-251. DOI: 10.11779/CJGE2018S1040
Citation: ZHOU Yong, ZHU Ya-wei. Pile-soil interaction considering thickness of contact surface[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(S1): 247-251. DOI: 10.11779/CJGE2018S1040
shu

Pile-soil interaction considering thickness of contact surface

  • 1. Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province, Lanzhou University of Technology, Lanzhou 730050, China;
    2. Western Engineering Research Center of Disaster Mitigation in Civil Engineering of Ministry of Education, Lanzhou University of Technology, Lanzhou 730050, China;
    3. School of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, China

More Information
  • Received Date: June 10, 2017
  • Published Date: August 24, 2018
    Graphical Abstract
    • Abstract
  • The problem of interaction between soil and supporting structure has aroused the attention of scholars, and the research on this field has also a new breakthrough. However, considering the thickness of the contact surface of pile-soil interaction, whether for the establishment of the computational model or for the selection of computational method, it is still open to question. After considering the thickness of the contact surface, the rigid plasticity theory is used to simulate the soil mass of pile, and the soil with the series of spring elements in the plastic area is simulated. On the basis of this method, the flexural differential equation of pre-stressed bolting pile is derived, and the finite difference method is used to calculate the internal forces of the pile body. Combined with the practical engineering, PLAXIS software is used for numerical validation, and the bending moment of pile compared with that using the above method. It is that found the results are slightly larger than the simulation ones. The reason may be that the series of spring number is not enough, indicating that there will be an optimal value for the spring number. Through the comparison analysis, the feasibility of the computational model is further illustrated.
    • FullText(HTML)
    • References (13)
  • [1]
    朱彦鹏, 王秀丽, 于劲, 等. 悬臂式支护桩内力的试验研究[J]. 岩土工程学报, 1999, 21(2): 236-239.
    (ZHU Yan-peng, WANG Xiu-li, YU Jin, et al.Experimental study of internal forces of cantilever retaining pile under earth pressure[J]. Chinese Journal of Geotechnical Engineering, 1999, 21(2): 236-239. (in Chinese))
    [2]
    燕斌, 王志强, 王君杰. 桩土相互作用研究领域的Winkler地基梁模型综述[J]. 建筑结构, 2011, 41(增刊1): 1363-1368.
    (YAN Bin, WANG Zhi-qiang, WANG Jun-jie.Review of winkler foundation beam model on pile-soil interaction research area[J]. Building Structure, 2011, 41(S1): 1363-1368. (in Chinese))
    [3]
    毕常芸, 徐倩. 桩土动力相互作用简化方法对比研究[J]. 佳木斯大学学报(自然科学版), 2015, 33(4): 481-485.
    (BI Chang-yun, XU Qian.Comparative study on the simplified method of pile-soil interaction[J]. Journal of Jiamusi University (Natural Science Edition), 2015, 33(4): 481-485. (in Chinese))
    [4]
    李涛, 江永华, 朱连华, 等. 桩-土相互作用支护桩受力变形计算方法[J]. 西南交通大学学报, 2016, 51(1): 14-21.
    (LI Tao, JIANG Yong-hua, ZHU Lian-hua, et al.A novel method for calculating stress and deformation of supporting pile considering pile-soil interaction[J]. Journal of Southwest Jiaotong University, 2016, 51(1): 14-21. (in Chinese))
    [5]
    周文权, 冷伍明, 阮波, 等. 考虑桩土相互作用的抗滑桩临界桩间距研究[J]. 铁道科学与工程学报, 2014, 11(3): 83-87.
    (ZHOU Wen-quan, LENG Wu-ming, RUAN Bo, et al.Research of critical pile spacing of anti-slide pile considering the interaction of pile and soil[J]. Journal of Railway Science and Engineering, 2014, 11(3): 83-87. (in Chinese))
    [6]
    GOODMAN R E, TAYLER R L, BREKKE T L.A model for the mechanics of jointed rock[J]. Journal of Soil Mechanics & Foundations Div, 1968, 94(3): 637-660.
    [7]
    DESAI C S, ZAMAN M M, LIGHTNER J G, et al.Thin-layer element for interfaces and joints[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 1984, 8(1): 19-43.
    [8]
    李守德, 俞洪良. Goodman接触面单元的修正与探讨[J]. 岩石力学与工程学报, 2004, 23(15): 2628-2631.
    (LI Shou-de, YU Hong-liang.Modification of Goodman interface element[J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(15): 2628-2631. (in Chinese))
    [9]
    丁明武, 徐泽友, 卢廷浩. 土与混凝土板接触面剪切试验研究[J]. 中国港湾建设, 2012(1): 32-35.
    (DING Ming-wu, XU Ze-you, LU Ting-hao.Experimental study on shear tests of contact face of soil with concrete slab[J]. China Harbour Engineering, 2012(1): 32-35. (in Chinese))
    [10]
    朱彦鹏, 魏升华. 深基坑支护桩与土相互作用的研究[J]. 岩土力学, 2010, 31(9): 2840-2844.
    (ZHU Yan-peng, WEI Sheng-hua.Research on interaction between deep excavation supporting pile and soil[J]. Rock and Soil Mechanics, 2010, 31(9): 2840-2844. (in Chinese))
    [11]
    殷宗泽, 朱泓, 许国华. 土与结构材料接触面的变形及其数学模拟[J]. 岩土工程学报, 1994, 16(3): 14-22.
    (YIN Zong-ze, ZHU Hong, XU Guo-hua.Deformation and mathematical simulation of the soil and structural material interface[J]. Chinese Journal of Rock Mechanics and Engineering, 1994, 16(3): 14-22. (in Chinese))
    [12]
    武亚军, 栾茂田, 杨敏. 土与结构间一种新的接触单元模型[J]. 同济大学学报(自然科学版), 2005, 33(4): 432-435.
    (WU Ya-jun, LUAN Mao-tian, YANG Min.New contact element of interface between soil and structure[J]. Journal of Tongji University (Natural Science), 2005, 33(4): 432-435. (in Chinese))
    [13]
    JGJ 120—2012 建筑基坑支护技术规程[S]. 2012.
    (JGJ 120—2012 Technical specification for retaining and protection of building foundation excavations[S]. 2012. (in Chinese))
    • Related Articles

  • Related Articles

    [1]ZHANG Xiaodi, WANG Jinchang, YANG Zhongxuan, GONG Xiaonan, XU Rongqiao. Analytical solutions for laterally loaded step-tapered piles by state space method[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(9): 1944-1624. DOI: 10.11779/CJGE20220384
    [2]ZHU He-hua, ZHOU Long, JU Jiann-wen. Beam-spring generalized model for segmental lining and simulation of its nonlinear rotation[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(9): 1581-1590. DOI: 10.11779/CJGE201909001
    [3]YANG Lu, CHEN De-long, KONG Fang-jun, CHEN Dai-heng. Spring model for guardrail post-foundation[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk1): 430-433.
    [4]DONG Xin-ping. Contact surface flaw model for segment joints of segmented tunnel lining[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(7): 1369-1374.
    [5]LING Dao-sheng, HAN Chao, CHEN Yun-min, LIN Cheng-xiang. Interfacial cohesive zone model and progressive failure of soil-structure interface[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(9): 1405-1411.
    [6]LIU Jingbo, GU Yin, DU Yixin. Consistent viscous-spring artificial boundaries and viscous-spring boundary elements[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(9): 1070-1075.
    [7]ZHU Wei, HUANG Zhengrong, LIANG Jinghua. Studies on shell-spring design model for segment of shield tunnels[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(8): 940-947.
    [8]HUANG Yu, YASHIMA Atsushi, ZHANG Feng. Finite element analysis of pile-soil-structure dynamic interaction in liquefiable site[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(6): 646-651.
    [9]WANG Mansheng, ZHOU Xiyuan, HU Yuxian. Studies on contact model of soil—pile dynamic interaction[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(6): 616-620.
    [10]Zhang Chong wen, Zhao Jian ming, Zhang She rong, Sun Er chao. Dynamic  Nonlinear  Finite  Layer  element  Method  for  Pile-Soil  Interaction  Analysis[J]. Chinese Journal of Geotechnical Engineering, 1996, 18(4): 4-13.
    • Supplements (0)

  • Cited by

    Periodical cited type(2)

    1. 刘姝，李文杰，李莉佳，罗永江，陶瑞，李晓璇，杨亚会. 天然气水合物开采方法研究现状及展望. 钻探工程. 2024(05): 12-23 .
    2. 于倩男，唐慧敏，李承龙，梁爽，梁家修，陈志静，张琨. 天然气水合物注热分解渗流特征及数值模拟. 东北石油大学学报. 2023(06): 38-54+127-128 .

    Other cited types(0)

Catalog

    Get Citation
    PDF
    XML
    Article views (197) PDF downloads (154) Cited by(2)
    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