高级搜索
  • 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

考虑竖向波动效应的径向非均质黏性阻尼土中管桩纵向振动响应研究

崔春义, 孟坤, 武亚军, 马科研, 杨刚

崔春义, 孟坤, 武亚军, 马科研, 杨刚. 考虑竖向波动效应的径向非均质黏性阻尼土中管桩纵向振动响应研究[J]. 岩土工程学报, 2018, 40(8): 1433-1443. DOI: 10.11779/CJGE201808008
引用本文: 崔春义, 孟坤, 武亚军, 马科研, 杨刚. 考虑竖向波动效应的径向非均质黏性阻尼土中管桩纵向振动响应研究[J]. 岩土工程学报, 2018, 40(8): 1433-1443. DOI: 10.11779/CJGE201808008
shu
CUI Chun-yi, MENG Kun, WU Ya-jun, MA Ke-yan, YANG Gang. Dynamic response of vertical vibration of pipe piles in soils with radial inhomogeneousity and viscous damping considering vertical wave effect[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(8): 1433-1443. DOI: 10.11779/CJGE201808008
Citation: CUI Chun-yi, MENG Kun, WU Ya-jun, MA Ke-yan, YANG Gang. Dynamic response of vertical vibration of pipe piles in soils with radial inhomogeneousity and viscous damping considering vertical wave effect[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(8): 1433-1443. DOI: 10.11779/CJGE201808008
shu

考虑竖向波动效应的径向非均质黏性阻尼土中管桩纵向振动响应研究  English Version

  • 1. 大连海事大学土木工程系,辽宁 大连 116026;
    2. 北京工业大学城市与工程安全减灾省部共建教育部重点实验室,北京 100124;
    3. 上海大学土木工程系,上海 200072

基金项目: 国家自然科学基金面上项目（51578100）; 中央高校基本科研业务费专项资金项目（3132014326,3132016216）
详细信息
    作者简介:

    崔春义(1978- ),男,博士后,副教授,主要从事土动力学和结构-地基相互作用等方面的教学和科研工作。cuichunyi@dlmu.edu.cn。

Dynamic response of vertical vibration of pipe piles in soils with radial inhomogeneousity and viscous damping considering vertical wave effect

  • 1. Department of Civil Engineering, Dalian Maritime University, Dalian 116026, China;
    2. Key Laboratory of Urban Security and Disaster Engineering, Beijing University of Technology, Beijing 100124, China;
    3. Department of Civil Engineering, Shanghai University, Shanghai 200072, China

摘要

    摘要
  • 摘要: 基于黏性阻尼土体三维轴对称模型,考虑桩周土体竖向波动效应和施工扰动引起的径向非均质性,将桩简化为等截面弹性体,通过建立管桩-土体体系纵向耦合振动简化分析模型,采用Laplace变换和复刚度传递方法,递推得出桩周、桩芯土体与桩体界面处复刚度,进而利用桩-土完全耦合条件推导得出桩顶动力阻抗解析解答,且将所得桩顶动力阻抗解答与已有相关解答进行退化验证其合理性,在此基础上,通过进一步参数化分析探讨了管桩桩长、桩内径、桩周土施工扰动程度和施工扰动范围对管桩纵向振动特性的影响规律,可为具体工程实践提供理论指导和参考作用。
    Abstract: Based on the three-dimensional axisymmetric model for the surrounding soils with viscous damping, a simplified mechanical model of vertical vibration for the dynamic interaction of pipe piles embedded in radially inhomogeneous viscoelastic soils is proposed accounting for the vertical wave effect of surrounding soils. The complex stiffness at the interfaces between soils and pipe piles is derived by using the Laplace transform and complex stiffness transfer method. And the analytical solutions for dynamic impedance at the pile head are obtained by using the pile-soil compatibility of piles and radially inhomogeneous surrounding soils. Furthermore, the obtained analytical solution for dynamic impedance at the pile head is also reduced to verify its validity by the comparison with the existing solutions. Finally, an extensive parametric analysis is also conducted to investigate the effects of the pile length, inner diameter, construction disturbance intensity and range on the dynamic impedance at the pile head, and it can provide reference for engineering practice.
    • HTML全文
    • 参考文献(31)
  • [1] 崔春义, 张石平, 杨刚, 等. 考虑桩底土层波动效应的饱和黏弹性半空间中摩擦桩竖向振动[J]. 岩土工程学报, 2015, 37(5): 878-892.
    (CUI Chun-yi, ZHANG Shi-ping, YANG Gang, et al.Vertical vibration of floating piles in saturated viscoelastic half-space considering wave effect of subsoil under pile bottom[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(5): 878-892. (in Chinese))
    [2] CUI C Y, ZHANG S P, YANG G, et al.Vertical vibration of a floating pile in a saturated viscoelastic soil layer overlaying bedrock[J]. Journal of Southeast University, 23(1): 220-232.
    [3] HAN Y, VAZIRI H.Dynamic response of pile groups under lateral loading[J]. Soil Dynamics & Earthquake Engineering, 1992, 11(2): 87-99.
    [4] WU W B, JIANG G S, DOU B, et al.Vertical dynamic impedance of tapered pile considering compacting effect[J]. Mathematical Problems in Engineering, 2013(2): 1-9.
    [5] NOVAK M, SHETA M.Approximate approach to contact problems of piles[C]// Proceedings of the Geotechnical Engineering Division, American Society of Civil Engineering. Florida, 1980: 53-79.
    [6] NOVAK M, HAN Y C.Impedances of soil layer with boundary zone[J]. Journal of Geotechnical Engineering, 1990, 116(6): 1008-1014.
    [7] VELETSOS A S, DOTSON K W.Impedances of soil layer with disturbed boundary zone[J]. Journal of Geotechnical Engineering, 1986, 112(3): 363-368.
    [8] VELETSOS A S, DOTSON K W.Vertical and torsional vibration of foundations in inhomogeneous media[J]. Journal of Geotechnical Engineering, 1988, 114(9): 1002-1021.
    [9] NOGAMI T, KONAGAI K.Dynamic response of vertically loaded nonlinear pile foundations[J]. Journal of Geotechnical Engineering, 1987, 113(2): 147-160.
    [10] NOGAMI T, KONAGAI K.Time domain flexural response of dynamically loaded single piles[J]. Journal Engineering Mechanics, ASCE, 1988, 114(9): 1512-1525.
    [11] DOTSON K W, VELETSOS A S.Vertical and torsional impedances for radially inhomogeneous viscoelastic soil layers[J]. Soil Dynamics & Earthquake Engineering, 1990, 9(3): 110-119.
    [12] VAZIRI H, HAN Y.Impedance functions of piles in inhomogeneous media[J]. Journal of Geotechnical Engineering, 1993, 119(9): 1414-1430.
    [13] HAN Y C, SABIN G C W. Impedances for radially inhomogeneous viscoelastic soil media[J]. Journal of Engineering Mechanics, 1995, 121(9): 939-947.
    [14] HAN Y C.Dynamic vertical response of piles in nonlinear soil[J]. Journal of Geotechnical & Geoenvironmental Engineering, 1997, 123(123): 710-716.
    [15] EI NAGGAR M H, NOVAK M. Nonlinear axial interaction in pile dynamics[J]. Journal of Geotechnical Engineering, 1994, 120(4): 678-696.
    [16] EI NAGGAR M H. Vertical and torsional soil reactions for radially inhomogeneous soil layer[J]. Structural Engineering & Mechanics, 2000, 10(4): 299-312.
    [17] 王奎华, 杨冬英, 张智卿, 等. 基于复刚度传递多圈层平面应变模型的桩动力响应研究[J]. 岩石力学与工程学报, 2008, 27(4): 825-831.
    (WANG Kui-hua, YANG Dong-ying, ZHANG Zhi-qing, et al.Study on dynamic response of pile based on complex stiffness transfer model of radial multizone plane strain[J]. Chinese Journal of Rock Mechanics & Engineering, 2008, 27(4): 825-831. (in Chinese))
    [18] 杨冬英, 王奎华. 任意圈层径向非均质土中桩的纵向振动特性[J]. 力学学报, 2009, 41(2): 243-252.
    (YANG Dong-ying, WANG Kui-hua.Vertical vibration of pile in radially inhomogeneous soil layers[J]. Chinese Journal of Theoretical & Applied Mechanics, 2009, 41(2): 243-252. (in Chinese))
    [19] WANG K H, YANG D Y, ZHANG Z Q, et al.A new approach for vertical impedance in radially inhomogeneous soil layer[J]. International Journal for Numerical & Analytical Methods in Geomechanics, 2012, 36(6): 697-707.
    [20] YANG D Y, WANG K H, ZHANG Z Q, et al.Vertical dynamic response of pile in a radially heterogeneous soil layer[J]. International Journal for Numerical & Analytical Methods in Geomechanics, 2009, 33(8): 1039-1054.
    [21] 杨冬英, 王奎华, 丁海平. 三维非均质土中黏弹性桩-土纵向耦合振动响应[J]. 土木建筑与环境工程, 2011, 33(3): 80-87.
    (YANG Dong-ying, WANG Kui-hua, DING Hai-ping.Axial response of viscoelastic pile-soil coupling interaction in three-dimensional inhomogeneous soil[J]. Journal of Civil Architectural & Environmental Engineering, 2011, 33(3): 80-87. (in Chinese))
    [22] 杨冬英, 王奎华, 丁海平. 双向非均质土中基于连续介质模型的桩动力响应特性分析[J]. 土木工程学报, 2013, 46(3): 119-126.
    (YANG Dong-ying, WANG Kui-hua, DING Hai-ping.Vertical vibration of pile based on continuum medium model in vertically and radially inhomogeneous soil layers[J]. China Civil Engineering Journal, 2013, 46(3): 119-126. (in Chinese))
    [23] 丁选明, 刘汉龙. 大直径管桩在瞬态集中荷载作用下的振动响应时域解析解[J]. 岩土工程学报, 2013, 35(6): 1010-1017.
    (DING Xuan-ming, LIU Han-long.Time-domain analytical solution of the vibration response of a large-diameter pipe pile subjected to transient concentrated load[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(6): 1010-1017. (in Chinese))
    [24] 郑长杰, 丁选明, 刘汉龙, 等. 考虑土体三维波动效应的现浇大直径管桩纵向振动响应解析解[J]. 岩土工程学报, 2013, 35(12): 2247-2254.
    (ZHENG Chang-jie, DING Xuan-ming, LIU Han-long, et al.Analytical solution to vertical vibration of cast-in-place concrete large-diameter pipe piles by considering 3D wave effect of soils[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(12): 2247-2254. (in Chinese))
    [25] LI Z Y, WANG K H, WU W B, et al.Vertical vibration of a large-diameter pipe pile considering the radial inhomogeneity of soil caused by the construction disturbance effect[J]. Computers & Geotechnics, 2017: 90-102.
    [26] 胡昌斌, 王奎华, 谢康和. 桩与黏性阻尼土耦合纵向振动时桩顶时域响应研究[J]. 振动工程学报, 2004, 17(1):72-77.
    (HU Chang-bin, WANG Kui-hua, XIE Kang-he.Time domain axial response of dynamically loaded pile in viscous damping soil layer[J]. Journal of Vibration Engineering, 2004, 17(1): 72-77. (in Chinese))
    [27] NOGAMI T, NOVAK M.Soil-pile interaction in vertical vibration[J]. Earthquake Engineering & Structural Dynamics, 1976, 4(3): 277-293.
    [28] MILITANO G, RAJAPAKSE R K N D. Dynamic response of a pile in a multi-layered soil transient torsional and axial loading[J]. Géotechnique, 1999, 49(1): 91-109.
    [29] 胡海岩. 结构阻尼模型及系统时域动响应[J]. 应用力学学报, 1993(1): 8-16.
    (HU Hai-yan.Structural damping model and system dynamic response at time domain[J]. Chinese Journal of Applied Mechanics, 1993(1): 8-16. (in Chinese))
    [30] 廖振鹏. 工程波动理论导论[M]. 北京: 科学出版社, 2002.
    (LIAO Zhen-peng.Introduction to engineering wave theory[M]. Beijing: Science Press, 2002. (in Chinese))
    [31] 丁选明, 刘汉龙. 轴对称均匀黏弹性地基中现浇薄壁管桩竖向动力响应简化解析方法[J]. 岩土力学, 2008, 29(12): 3353-3359.
    (DING Xuan-ming, LIU Han-long.Simplified analytical method of vertical dynamic response of cast-in-situ concrete thin-wall pipe piles in axisymmetric homogeneous viscoelastic soil[J]. Rock and Soil Mechanics, 2008, 29(12): 3353-3359. (in Chinese))
    • 相关文章
    • 施引文献(38)

  • 期刊类型引用(18)

    1. 姚怡宁，宗桦，周璐，李荷，冯旭环. 川西大渡河干热河谷优势灌草植物根系特征及固土能力. 生态学报. 2025(06): 2798-2810 . 百度学术
    2. 王铁行，赵翊豪，金鑫. 喷射秸秆加筋黄土的强度特性研究. 地下空间与工程学报. 2024(03): 800-811 . 百度学术
    3. 陈婧逸，陈晓清，宋东日，吕明，蒋豪. 灌木根系形态对土体强度影响的大型直剪试验研究. 长江科学院院报. 2024(08): 120-127+163 . 百度学术
    4. 程虎，李蒙，杨劭，张乃畅，李厚峰. 水陆交错带护坡植物固土抗蚀能力比较分析. 中国水土保持科学(中英文). 2024(03): 56-63 . 百度学术
    5. 谭瑞琪，谢亚军，李欣然，姜宝莹，张桂荣. 植被防护岸坡加筋机理研究. 中国水运. 2023(06): 71-74 . 百度学术
    6. 陈飞，谢蕴忠，王俊峰，张仕彬. 基于数值模拟方法的根系护坡研究进展. 科学技术与工程. 2023(16): 6728-6738 . 百度学术
    7. 梅红，马柯，刘瑾，王禄艺，冯玉晗，齐梦瑶，胡梦园. 生态型稳定剂协同植物根系固土特性及机理研究. 水利水电科技进展. 2023(04): 52-58 . 百度学术
    8. 蒋冬卫. 不同地区沿海港口物流业发展现状评价分析. 中国水运. 2023(11): 74-76 . 百度学术
    9. 杜技能，王中珏，段继琪，王忠良，段青松. 生态护坡理论及技术研究现状综述. 水利与建筑工程学报. 2023(06): 211-220 . 百度学术
    10. 徐华，袁海莉，王歆宇，王栋，陈建勋，荣才权. 根系形态和层次结构对根土复合体力学特性影响研究. 岩土工程学报. 2022(05): 926-935 . 本站查看
    11. 杨家庆，鲁明星，吴冠辰，袁雪涛，李富平，许永利，李小光. 矿山边坡植被修复研究现状及发展趋势分析. 矿山测量. 2022(01): 83-87 . 百度学术
    12. 穆奎，潘伟良，王利彬，李婷，陈雅雯，丁奠元. 生态河道植物护坡工程技术研究现状与展望. 水利与建筑工程学报. 2022(03): 206-216 . 百度学术
    13. 毕银丽，罗睿，王双明. 接菌对紫花苜蓿根系抗拉性及根菌复合土体抗剪强度影响. 煤炭学报. 2022(06): 2182-2192 . 百度学术
    14. 黄琛，张友谊，叶小兵. 基于SEEP/W的强震区根系土坡面物源失稳机制分析. 科技通报. 2022(07): 57-66+72 . 百度学术
    15. 李杰. 河道整治中根系植被特征对岸坡改良土影响试验研究. 水利技术监督. 2022(10): 129-132+177 . 百度学术
    16. 梅红，胡国长，王禄艺，梅绪哲，刘瑾，徐佳俊，杨欣雅，杨诺. 边坡植被固土抗冲刷特性及其护坡机理研究. 河北工程大学学报(自然科学版). 2022(04): 86-91 . 百度学术
    17. 姜彤，李龙飞，薛雷，黄坤，丁昊，王昊宇. 乔木护坡效果物理模型试验研究. 科学技术与工程. 2022(35): 15546-15553 . 百度学术
    18. 陈飞，施康，钱乾，罗特. 根土复合体材料的抗剪强度特性研究进展. 有色金属科学与工程. 2021(06): 96-104 . 百度学术

    其他类型引用(20)

    • 资源附件(0)
计量
  • 文章访问数: 
  • HTML全文浏览量:  0
  • PDF下载量: 
  • 被引次数: 38
出版历程
  • 收稿日期:  2017-07-19
  • 发布日期:  2018-08-24

目录

摘要
HTML全文
    参考文献(31)
    相关文章
    施引文献
    资源附件(0)

    /

    返回文章
    返回
    版权所有 © 2010水利部交通部国家能源局南京水利科学研究院 苏ICP备05007122号-11公安联网备案号：32010602011255
    编辑部地址：南京市虎踞关34号《岩土工程学报》编辑部邮编：210024电话：025-85829534，85829556E-mail: ge@nhri.cn