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

软黏土中水平循环荷载作用下刚性短桩的 p–y 曲线分析

张陈蓉, 俞剑, 黄茂松

张陈蓉, 俞剑, 黄茂松. 软黏土中水平循环荷载作用下刚性短桩的 p–y 曲线分析[J]. 岩土工程学报, 2011, 33(sup2): 78-82.
引用本文: 张陈蓉, 俞剑, 黄茂松. 软黏土中水平循环荷载作用下刚性短桩的 p–y 曲线分析[J]. 岩土工程学报, 2011, 33(sup2): 78-82.
shu
ZHANG Chen-rong, YU Jian, HUANG Mao-song. p–y curve analyses of rigid short piles subjected to lateral cyclic load in soft clay[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(sup2): 78-82.
Citation: ZHANG Chen-rong, YU Jian, HUANG Mao-song. p–y curve analyses of rigid short piles subjected to lateral cyclic load in soft clay[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(sup2): 78-82.
shu

软黏土中水平循环荷载作用下刚性短桩的 p–y 曲线分析  English Version

  • 1.同济大学地下建筑与工程系,上海 200092 ； 2. 同济大学岩土及地下工程教育部重点实验室,上海 200092

基金项目: 国家自然科学基金青 年基金项目( 51008228)
详细信息
    作者简介:

    张陈蓉 (1982 – ) ,女,江苏人,讲师,从事桩基工程研究。

  • 中图分类号: TU473

p–y curve analyses of rigid short piles subjected to lateral cyclic load in soft clay

  • 1. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China; 2. Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, China

摘要

    摘要
  • 摘要: 在反复的水平荷载作用下,桩周土体中不可恢复的塑性变形会随着循环荷载的作用而逐渐累积,从而引起桩土相互作用的弱化。通过软黏土中不排水条件下基于 Tresca 准则扩展而来的土体弱化模型和离心试验的结果修正静力双曲线形式 <> p – <> y 曲线。从循环荷载下桩土相互作用机理角度考虑水平循环荷载对单桩基础的影响,并与刚性短桩离心模型试验的结果进行了对比分析,验证了该方法的合理性。
    Abstract: With cyclic lateral load, the accumulation of unrecovered plastic deformation in the soil around pile will induce the degradation of pile-soil interaction. The strain-softening soil model, as a simple extension of the elastic-perfectly plastic Tresca model, accompanied with the results of centrifuge model, is used to establisht the cyclic p–y curve by modifying static hyperbolic p–y curve. The effects of the lateral cyclic load on the pile behavior are considered by analyzing the pile-soil interaction mechanism. The rationality of the proposed method is verified by comparison with centrifugal model tests on rigid short piles subjected to cyclic lateral load.
    • HTML全文
    • 参考文献(20)
  • [1] DAWSON T H. Simplified analysis of offshore piles under cyclic lateral loads[J]. Ocean Engineering, 1980, 7 : 553 – 562.
    [2] GEORGIADIS M, ANAGNOSTOPOULOS C, SAFLEKON S. Cyclic lateral loading of piles in soft clay[J]. Geotechnical Engineering, 1992, 23 : 47 – 60.
    [3] KONDNER R L. Hyperbolic stress-strain response: cohesive soil[J]. Journal of the Soil Mechanics and Foundation Division, ASCE, 1963, 89 : 115 – 143.
    [4] MATLOCK H. Correlations for design of laterally loaded piles in soft clay[C]// Proceedings of the second Offshore Technology Conference, Houston, 1970: 577 – 588.
    [5] RAJASHREE S, SUNDARAVADIVELU R. Degradation model for onw-way cyclic lateral load on piles in soft clay[J]. Computers and Geotechnics, 1996, 19 (4): 289 – 300.
    [6] GRASHUIS A J, DIETERMAN H A, ZORN N F. Calculation of cyclic response of laterally loaded piles[J]. Computers and Geotechnics, 1990, 10 : 287 – 305.
    [7] RANDOLPH M F. Characterisation of soft sediments for offshore application[C]// Proc 2th Int Conf on Site Characterisaton, Vol1, Proto, 2004: 2009 – 2231.
    [8] ZHOU H, RANDOLPH M F. Numerical investigations into cycling of full-flow penetrometers in soft clay[J]. Géotechnique, 2009, 59 (10): 801 – 812.
    [9] EINAV I, RANDOLPH M F. Combing upper bound and strain path methods for evaluating penetration resistance[J]. International Journal for Numerical Methods in Engineering, 2005, 65 : 1991 – 2016.
    [10] VESIC A. Bending of beams resting on isotropic elastic solid[J]. Journal of. The Engineering Mechanics Division, ASCE, 1961, 87 (2): 35 – 53.
    [11] American Petroleum Institute. Recommended practice for planning, designing and constructing fixed offshore platforms-working stress design, 21st edn[R]. Washington: American Petroleum Institute, 2000.
    [12] MURFF J D, HAMILTON J M. P-Ultimate for Undrained Analysis of Laterally Loaded Piles[J]. Journal of Geotechnical Engineering, ASCE, 1993, 119 (1): 91 – 107.
    [13] RANDOLPH M F, HOULSBY G T. The limiting pressure on a circular pile loaded laterally in cohesive soil[J]. Géotechnique, 1984, 34 (4): 613 – 623.
    [14] 黄茂松 , 李 帅 . 长期循环荷载作用下近海饱和软黏土强度和刚度的弱化特性 [J]. 岩土工程学报 , 2010, 32 (10): 1491-1498.(HUANG Mao-song, LI Shuai. Degradation of stiffness and strength of offshore saturated soft clay under long-term cyclic loading[J]. Chinese Journal of Geotechnical Engineering, 2010, 32 (10): 1491 – 1498. (in Chinese))
    [15] ROUAINIA M, MUIR Wood D. A kinematic hardening constitutive model for naturalclays with loss of structure[J]. Géotechnique, 2000, 50 (2): 153 – 164.
    [16] MATLOCK H, REESE L C. Generalized solution for laterall laoded piles[J]. Journal of the Soil Mechanics and Foundation Divison, 1960, 86 (5): 673 – 694.
    [17] REESE L C, WELCH R C. Lateral loading of deep foundation in stiff clay[J]. Journal of the Geotechnical Engineering Division, ASCE, 1975, 101 (7): 633 – 649.
    [18] POULOS H G. Pile behavior — theory and application[J]. Géotechnique, 1989, 39 (3): 36 – 415.
    [19] CALLANAN J F, KULHAWY F H. Evaluation of procedures for predicting foundation uplift movement[R]. New York: Cornell University, 1985.
    [20] ZHANG Chenrong, WHITE D, RANDOLPH M F. Centrifuge modelling of the cyclic lateral response of a rigid pile in soft clay[J]. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2011, 137 (7): 717 – 729.
    • 相关文章
    • 施引文献(28)

  • 期刊类型引用(19)

    1. 卫海洋，郑永香，张傲. 低渗砂岩铀矿水力压裂增渗裂纹扩展规律研究. 有色金属(矿山部分). 2025(02): 186-194 . 百度学术
    2. 李广青，阎保雄，宁涛. 基于共生互层的页岩油储层含油饱和度测定方法. 化工自动化及仪表. 2024(01): 102-106 . 百度学术
    3. 王博，王乾任，周航，张荔，解子祺. 层理影响下裂缝三维垂向扩展模式数值模拟. 新疆石油天然气. 2024(01): 77-87 . 百度学术
    4. 武晓光，龙腾达，黄中伟，高文龙，李根生，谢紫霄，杨芮，鲁京松，马金亮. 页岩油多岩性交互储层径向井穿层压裂裂缝扩展特征. 石油学报. 2024(03): 559-573+585 . 百度学术
    5. 孟宪波. 页岩油藏水平井分段多簇压裂全井段裂缝扩展数值模拟——以济阳坳陷沙河街组为例. 断块油气田. 2024(03): 459-466 . 百度学术
    6. 郭鹏，李晓，李守定，郑博，毛天桥. 真三轴应力状态下海相与陆相页岩射孔压裂裂缝扩展规律对比研究. 工程地质学报. 2024(04): 1273-1280 . 百度学术
    7. 陈付虎，柴妮娜，李嘉瑞，朱伦，何田素. 砂泥互层储层条件下水力裂缝扩展实验研究. 当代化工研究. 2024(19): 70-72 . 百度学术
    8. Su Wang，Mian Chen，Jia-Xin Lv，Kun-Peng Zhang，Ya-Long Hao，Bo-Wen Yao. Study of the evolution characteristics of fiber-optic strain induced by the propagation of bedding fractures in hydraulic fracturing. Petroleum Science. 2024(06): 4219-4229 . 必应学术
    9. 闫浩，张吉雄，周楠，时培涛. 基于DA-DE-SVM智能模型的煤岩体SC-CO_2压裂效果预测. 岩土工程学报. 2023(02): 362-368+443 . 本站查看
    10. 赵彦昕，许文俊，王雷，张光明，赵金洲. 陆相页岩储层水力裂缝穿层扩展规律. 石油钻采工艺. 2023(01): 76-84 . 百度学术
    11. 王小华，张重远，张丰收，衡德. 基于地应力评价的煤系储层合层压裂参数优化. 地下空间与工程学报. 2023(04): 1308-1319+1328 . 百度学术
    12. 张志超，李红雷，于春勇，韩继封，王慧娟，刘业新. CO_2开发页岩油藏研究进展. 油田化学. 2023(03): 543-549 . 百度学术
    13. 孟卫东，刘洪涛，孙彬峰. 八道湾组全直径岩心不同压裂液下真三轴压裂裂缝延伸特征. 科技和产业. 2023(19): 233-238 . 百度学术
    14. 侯冰，张其星，陈勉. 页岩储层压裂物理模拟技术进展及发展趋势. 石油钻探技术. 2023(05): 66-77 . 百度学术
    15. 侯冰，崔壮，曾悦. 深层致密储层大斜度井压裂裂缝扩展机制研究. 岩石力学与工程学报. 2023(S2): 4054-4063 . 百度学术
    16. 闫晓，靖洪文，孙子正，蔚立元，张一鸣. 统一管道–界面单元法的构建及其在水力压裂模拟中的应用. 岩石力学与工程学报. 2022(02): 305-318 . 百度学术
    17. 刘嘉，薛熠，高峰，滕腾，梁鑫. 层理页岩水力裂缝扩展规律的相场法研究. 岩土工程学报. 2022(03): 464-473 . 本站查看
    18. 周新超，马小晶，廖翔云，齐思维，李宏煜. 磨料水射流冲击孔隙岩体的SPH模拟研究. 岩土工程学报. 2022(04): 731-739 . 本站查看
    19. 王士国，金衍，谭鹏，夏阳. 煤系页岩储层多气共采水力裂缝扩展规律试验研究. 岩土工程学报. 2022(12): 2290-2296 . 本站查看

    其他类型引用(9)

    • 资源附件(0)
计量
  • 文章访问数:  1311
  • HTML全文浏览量:  5
  • PDF下载量:  500
  • 被引次数: 28
出版历程
  • 收稿日期:  2011-08-21
  • 发布日期:  2011-12-06

目录

摘要
HTML全文
    参考文献(20)
    相关文章
    施引文献(28)
    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