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

被动桩与土相互作用解析计算研究

张爱军, 莫海鸿, 朱珍德, 张坤勇

张爱军, 莫海鸿, 朱珍德, 张坤勇. 被动桩与土相互作用解析计算研究[J]. 岩土工程学报, 2011, 33(sup2): 120-127.
引用本文: 张爱军, 莫海鸿, 朱珍德, 张坤勇. 被动桩与土相互作用解析计算研究[J]. 岩土工程学报, 2011, 33(sup2): 120-127.
shu
ZHANG Ai-jun, MO Hai-hong, ZHU Zhen-de, ZHANG Kun-yong. Analytical solution to interaction between passive piles and soils[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(sup2): 120-127.
Citation: ZHANG Ai-jun, MO Hai-hong, ZHU Zhen-de, ZHANG Kun-yong. Analytical solution to interaction between passive piles and soils[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(sup2): 120-127.
shu

被动桩与土相互作用解析计算研究  English Version

  • 1.华南理工大学土木与交通学院,广东 广州 510641 ； 2. 深圳市政府投资项目评审中心,广东 深圳 518036 ； 3. 河海大学岩土工程科学研究所,江苏 南京 210098

基金项目: 国家自然科学基金项目(50809023)
详细信息
    作者简介:

    张爱军 (1977 – ) ,男,山东东营人,博士研究生,主要从事结构与土相互作用、基坑支护及边坡加固方面的科学研究工作。

  • 中图分类号: TU47

Analytical solution to interaction between passive piles and soils

  • 1. School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510641, China; 2. Shenzhen Government Investment Project Evaluation Center, Shenzhen 518036, China; 3. Institute of Geotechnical Engineering, Hohai University, Nanjing 210098, China

摘要

    摘要
  • 摘要: 为解决 被动桩 –土相互作用的力学问题,基于土体弹性假设及 Winkler 地基模型,分析了抗滑桩与土体相互作用机理,提出被动桩与土相互作用的弹性地基梁模型控制方程组,推导了桩身力学响应的数学解析表达式,编制 MATLAB 计算程序进行桩内力计算,并与现场监测数据进行了对比,结果验证了本文解析方法是可靠的；最后将该模型应用于深圳中荣煜滑坡治理的抗滑桩设计计算中,探讨了地基水平抗力系数,滑坡剩余推力及其分布函数,对抗滑桩内力和挠度的影响,计算结果表明：在滑坡剩余下滑力相同的条件下,各种不同分布形式中三角形分布将产生大的弯矩,抛物线分布次之,均匀分布最小,悬殊比率大,达 47% ；相同地基水平抗力条件下,均匀分布桩顶挠度大于三角形和抛物线分布；这些研究成果可为优化抗滑桩的结构设计及内力计算提供理论依据。
    Abstract: In order to analyze mechanical mechanism of passive pile-soil interaction in slope, based on the Winkler elastic model which assumes that soil displacement is elastic, a fourth-order differential equation considering passive pile-soil interaction is presented to describe the stabilizing pile subjected to an arbitrary profile of residual thrust, and the analytical solution is derived. The procedure is programmed with Matlab code. Meantime, the computed values are in good agreement with the in field monitoring data, which means that the suggested analytical solutions are reliable. Finally, the model is conducted in a case history of Shenzhen to verify the proposed analytical solution. The analysis is carried out to investigate the effects of subgrade modulus and distribution function of residual thrust on behavior of passive piles embedded in slope considering the interaction between passive piles and soils. The results show that the triangular distribution forms of residual trust will have the largest moment of passive piles, followed by a parabola, uniform distribution of the smallest. The relatively large gap can be up to 47%. Under the same level of subgrade modulus conditions, the uniform distribution of residual trust has large displacement of passive piles at the top around the piles than that of triangle and parabola distribution. The approach can provide theoretical helpful for calculating internal forces and displacements of stabilizing piles.
    • HTML全文
    • 参考文献(21)
  • [1] 张友良 , 冯夏庭 , 范建海 . 抗滑桩与滑坡体相互作用的研究 [J]. 岩石力学与工程学报 , 2002, 21 (6): 839 – 842. (ZHANG You-liang, FENG Xia-ting, FAN Jian-hai. Study on the interaction between landslide and passive piles[J]. Chinese Journal of Rock Mechanics and Engineering, 2002, 21 (6): 839 – 842.(in Chinese))
    [2] POULOS H G. Behavior of laterally loaded piles I: single piles[J]. Journal of the Soil Mechanics and Foundations Division, 1971, 97 (5): 711 – 731.
    [3] BRANSBY M F. Difference between load transfer relationships for laterally loaded pile groups : active<> p – <> y or passive <>p –<>δ [J]. Journal of Geotechnical Engineering, 1996, 122 (2): 1996 – 1015.
    [4] WON J, YOU K, JEONG S, KIM S. Coupled effects in stability analysis of pile-soil systems[J]. Computers and Geotechnics, 2005, 32 (4): 304 – 315.
    [5] CHO K H, GABR M A, et al. Field p-y curves in wearthered rock[J]. Canadian Geotechnical Journal, 2007, 44 (7): 753 – 764.
    [6] 吴恒立 . 计算推力桩的综合刚度原理和双参数法 [M]. 第二版 . 北京 : 北京人民交通出版社 , 2000. (WU Heng-li. Composite stiffness principle with biparameter method for lateral loaded pile[M]. 2nd ed. Beijing: Beijing People Transportation Publishing House, 2000. (in Chinese))
    [7] DE BEER, E E. Piles subjected to static lateral loads, State of the art report[C]// Proceedings of 9th ICSMFE, Specialty Session 10. Tokyo: 1977.
    [8] KELESOGLU M K, CINICIOGLU S F. Free field measurements to disclose lateral reaction mechanism of piles subjected to soil movements[J]. Journal of Geotechnical and Geoenvironmental Engineering , 2010, 136 (2): 331 – 343.
    [9] CHOW Y K. Analysis of piles used for slope stabilization[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 1996, 20 : 635 – 646.
    [10] 铁道部第二勘测设计院 . 抗滑桩设计与计算 [M]. 北京 : 中国铁道出版社 , 1983. (The Second Survey and Design Institute of Railway Ministry. Design and computation of anti-slide piles[M]. Beijing: China Railway Publishing House, 1983. (in Chinese))
    [11] HETENYI M. Beams on elastic foundations[M]. Michigan: University of Michigan Press, 1946.
    [12] 贺建涛 , 张家生 , 梅松华 . 弹性抗滑桩设计中几个问题的探讨 [J]. 岩石力学与工程学报 , 1999, 18 (5): 600 – 602. (HE Jian-tao, ZHANG Jia-sheng, MEI Song-hua. Inquiring into some questions in designing anti-slide pile[J]. Chinese Journal of Rock Mechanics and Engineering, 1999, 18 (5): 600 – 602. (in Chinese))
    [13] 中华人民共和国国家标准编写组 . GB50330 — 2002 建筑边坡工程技术规范 [S]. 北京 : 中国建筑工业出版社 , 2002. (The National Standards Compilation Group of People’s Republic of China. GB50330 — 2002 Technical code for building slope engineering[S]. Beijing: China Architecture and Building Press, 2002. (in Chinese))
    [14] 戴自航 . 抗滑桩滑坡推力和桩前滑体抗力分布规律的研究 [J]. 岩石力学与工程学报 , 2002, 21 (4): 517 – 521. (DAI Zi-hang. Study on distribution laws of landslide-thrust and resistance of sliding mass action on anti-slide piles[J]. Chinese Journal of Rock Mechanics and Engineering, 2002, 21 (4): 517 – 521.(in Chinese))
    [15] 中国建筑科学研究院 . JGJ120—99 建筑基坑支护技术规程 [S]. 北京 : 中国建筑工业出版社 , 1999. (China Academy of Building Research. JGJ120—99 Technical specification for retaining and protection of building foundation excavation[S]. Beijing: China Architecture & Building Press, 2001. (in Chinese))
    [16] FLEMING W G K, WELTMAN A J, RANDOLPH M F, et al. Piling engineering[M]. New York: Wiley, 1992.
    [17] 任伟中 , 陈 浩 , 等 . 运用钻孔测斜仪监测滑坡抗滑桩变形受力状态研究 [J]. 岩石力学与工程学报 , 2008, 27 ( 增刊 2): 3667 – 3672. (REN Wei-zhong, CHE Hao, et al. Study on monitoring of deformation and stress state of landslide anti-slide piles using borehole inclinometer[J]. Chinese Journal of Rock Mechanics and Engineering, 2008, 27 (S2): 3667 – 3672. (in Chinese))
    [18] 李毓林 . 铁路工程设计技术手册 · 路基 ( 修订版 )[M]. 北京 : 中国铁道出版社 , 1992. (LI Su-lin. Railway engineering design technique handbook: roadbed[M]. Beijing: China Railway Publishing House, 1992. (in Chinese))
    [19] 李爱国 , 王兰生 . 深圳地区水土流失地质灾害 [J]. 中国地质灾害与防治学报 , 1998, 9 ( 增刊 1): 258 – 262. (LI Ai-guo, WANG Lan-sheng. The soil erosion in Shenzhen Area[J]. The Chinese Journal of Geological Hazard and Control, 1998, 9 (S1): 258 – 262. (in Chinese))
    [20] 丘建金 , 文建鹏 , 高 伟 . 深圳光汇油库边坡稳定性分析及工程治理 [J]. 岩石力学与工程学报 , 2009, 28 (11): 2201 – 2207. (QIU Jian-jin, WEN Jian-peng, GAO Wei. Stability analysis and treatment of Guanghui oil depot slope in Shenzhen[J]. Chinese Journal of Rock Mechanics and Engineering, 2009, 28 (11): 2201 – 2207. (in Chinese))
    [21] 金亚兵 , 刘祖德 . 悬臂支护桩变形计算方法探讨 [J]. 岩土力学 , 2000, 21 (3): 217 – 221. (JIN Ya-bing, LIU Zu-de. Discussion on the deformation computation method of cantilever supporting piles in excavation[J]. Soil and Mechanics, 2000, 21 (3): 217 – 221. (in Chinese))
    • 相关文章
    • 施引文献
    • 资源附件(0)
计量
  • 文章访问数:  1374
  • HTML全文浏览量:  2
  • PDF下载量:  848
  • 被引次数: 0
出版历程
  • 收稿日期:  2011-08-01
  • 发布日期:  2011-12-06

目录

摘要
HTML全文
    参考文献(21)
    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