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 41 Issue 11
Turn off MathJax
Article Contents
Abstract
References
GUO You-lin, ZHAO Ming-hua, PENG Wen-zhe. Lateral bulgings and settlements of solid-bulk tandem compound piles based on modified strain wedge model[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(11): 2149-2155. DOI: 10.11779/CJGE201911022
Citation: GUO You-lin, ZHAO Ming-hua, PENG Wen-zhe. Lateral bulgings and settlements of solid-bulk tandem compound piles based on modified strain wedge model[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(11): 2149-2155. DOI: 10.11779/CJGE201911022
shu

Lateral bulgings and settlements of solid-bulk tandem compound piles based on modified strain wedge model

  • 1. Geotechnical Engineering Institute, Hunan University, Changsha 410082, China;
    2. College of Civil Engineering, Hunan City University, Yiyang 413000, China

More Information
  • Received Date: October 07, 2018
  • Published Date: November 24, 2019
    Graphical Abstract
    • Abstract
  • This paper is presented to respond to the phenomenon that swelling and failure are liable to appear within the top of the traditional gravel piles (within depth range of 1 to 3 times the pile diameter). Firstly, the solid (concrete)-bulk (gravel bulk material) tandem composite pile is proposed on the basis of the existing procedures, and the bearing mechanism, construction technology and failure mode of the tandem composite piles are introduced briefly. Secondly, a model for the bulging deformation of tandem composite piles is established to study the mechanism of the bulging deformation of tandem composite piles. Then, based on the modified strain wedge model and the generalized Hooke's law, the bulging deformations and settlements of the solid-bulk tandem composite piles are predicted. Finally, the proposed method is verified by the tests on the swelling deformations and settlements of the traditional gravel piles and reinforced-hoop-gravel piles. The comparative results show that the predicted values are in good agreement with the experimental ones, which indicates that the reference is thus provided, which is of theoretical and engineering application values for the design of the composite foundation of gravel piles.
    • FullText(HTML)
    • References (27)
  • [1]
    赵明华, 俞晓. 土力学与基础工程[M]. 武汉: 武汉理工大学出版社, 2003.
    (ZHAO Ming-hua, YU Xiao.Soil mechanics and foundation engineering[M]. Wuhan: Wuhan University of Technology Press, 2003. (in Chinese))
    [2]
    龚晓南. 复合地基理论及工程应用[M]. 北京: 中国建筑工业出版社, 2007.
    (GONG Xiao-nan.Theories and application of composite foundation[M]. Beijing: China Architecture and Building Press, 2007. (in Chinese))
    [3]
    MURUGESAN S, RAJAGOPAL K.Studies on the behavior of single and group of geosynthetic encased stone columns[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2009, 136(1): 129-139.
    [4]
    周志刚, 张起森, 郑健龙. 土工格栅加固碎石桩复合地基的机理分析[J]. 土木工程学报, 1998, 31(1): 20-25.
    (ZHOU Zhi-gang, ZHANG Qi-sen, ZHENG Jian-long.Analysis of mechanics of improved ground with stone columns reinforced by geogrids[J]. China Civil Engineering Journal, 1998, 31(1): 20-25. (in Chinese))
    [5]
    GNIEL J, BOUAZZA A.Improvement of soft soils using geogrid encased stone columns[J]. Geotextiles and Geomembranes, 2009, 27(3): 167-175.
    [6]
    LO S R, ZHANG R, MAK J.Geosynthetic-encased stone columns in soft clay: a numerical study[J]. Geotextiles and Geomembranes, 2010, 28(3): 292-302.
    [7]
    CASTRO J, SAGASETA C.Deformation and consolidation around encased stone columns[J]. Geotextiles and Geomembranes, 2011, 29(3): 268-276.
    [8]
    陈昌富, 李其泽. 基于圆孔扩张理论顶部加箍碎石桩承载力计算[J]. 湖南大学学报(自然科学版), 2011, 38(10): 7-12.
    (CHEN Chang-fu, LI Qi-ze.Calculation of bearing capacity of geosynthetic-encased gravel pile based on expansion theory[J]. Journal of Hunan University (Natural Sciences), 2011, 38(10): 7-12. (in Chinese))
    [9]
    赵明华, 龙军, 张玲, 等. 不同型式复合地基试验对比分析[J]. 岩土工程学报, 2013, 35(4): 611-618.
    (ZHAO Ming-hua, LONG Jun, ZHANG Ling, et al.Comparative analysis of model tests on different types of composite foundations[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(4): 611-618. (in Chinese))
    [10]
    赵明华, 何玮茜, 衡帅, 等. 基于圆孔扩张理论的筋箍碎石桩承载力计算方法研究[J]. 岩土工程学报, 2017, 39(10): 1785-1792.
    (ZHAO Ming-hua, HE Wei-xi, HENG Shuai, et al.Calculation method of geogrid-encased stone columns' bearing capacity based on cavity expansion theory[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(10): 1785-1792. (in Chinese))
    [11]
    赵明华, 顾美湘, 张玲, 等. 竖向土工加筋体对碎石桩承载变形影响的模型试验研究[J]. 岩土工程学报, 2014, 36(9): 1587-1593.
    (ZHAO Ming-hua, GU Mei-xiang, ZHANG Ling, et al.Model tests on influence of vertical geosynthetic-encasement on performance of stone columns[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(9): 1587-1593 .(in Chinese))
    [12]
    MURUGESAN S, RAJAGOPAL K.Geosynthetic-encased stone columns: numerical evaluation[J]. Geotextiles and Geomembranes, 2006, 24(6): 349-358.
    [13]
    KHABBAZIAN M, KALIAKIN V N, MEEHAN C L.Numerical study of the effect of geosynthetic encasement on the behaviour of granular columns[J]. Geosynthetics International, 2010, 17(3): 132-143.
    [14]
    陈建峰, 童振湄, 柳军修, 等. 竖向荷载下加筋碎石桩复合地基数值分析[J]. 岩土力学, 2013, 34(增刊2): 393-399.
    (CHEN Jian-feng, TONG Zhen-mei, LIU Jun-xiu, et al.Numerical analyses of composite foundation of geosynthetic-encased stone columns subjected to vertical loading[J]. Rock and Soil Mechanics, 2013, 34(S2): 393-399. (in Chinese))
    [15]
    章定文, 刘松玉. 路堤荷载下柔性桩复合地基沉降实用计算方法[J]. 岩土力学, 2007, 28(6): 1133-1138.
    (ZHANG Ding-wen, LIU Song-yu.Practical method for settlement calculation of flexible columns composite foundation under embankment[J]. Rock and Soil Mechanics, 2007, 28(6): 1133-1138. (in Chinese))
    [16]
    刘杰, 赵明华, 何杰. 碎石桩复合地基承载及变形性状研究[J]. 湖南大学学报(自然科学版), 2007, 34(5): 15-19.
    (LIU Jie, ZHAO Ming-hua, HE Jie.Research on bearing and deformation characters of composite foundation with granular columns[J]. Journal of Hunan University (Natural Sciences), 2007, 34(5): 15-19. (in Chinese))
    [17]
    曹文贵, 杨泽华. 柔性基础下碎石桩加筋复合地基沉降分析方法[J]. 岩土工程学报, 2012, 34(11): 1997-2004.
    (CAO Wen-gui, YANG Ze-hua.Method for analyzing settlement of reinforced-gravel-pile composite ground under flexible foundation[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(11): 1997-2004. (in Chinese))
    [18]
    NORRIS G M.Theoretically based BEF laterally loaded pile analysis[C]//Proceedings of the 3rd International Conference on Numerical Methods in Offshore Piling. Paris, 1986: 361-386.
    [19]
    ASHOUR M, NORRIS G, PILLING P.Lateral loading of a pile in layered soil using the strain wedge model[J]. Journal of Geotechnical and Geoenvironmental Engineering, 1998, 124(4): 303-315.
    [20]
    ASHOUR M, PILLING P, NORRIS G.Lateral behavior of pile groups in layered soils[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2004, 130(6): 580-592.
    [21]
    李忠诚, 杨敏. 被动桩土压力计算的被动拱-主动楔模型[J]. 岩石力学与工程学报, 2006, 25(增刊2): 4241-4247.
    (LI Zhong-cheng, YANG Min.Passive arching-active wedge model of soil pressure calculation in passive piles[J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(S2): 4241-4247. (in Chinese))
    [22]
    李忠诚, 梁志荣. 侧移土体成拱效应及被动桩计算模式分析[J]. 岩土工程学报, 2011, 33(增刊1): 113-118.
    (LI Zhong-cheng, LIANG Zhi-rong.Soil arching effect and calculation model for soil pressure of passive piles[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(S1): 113-118. (in Chinese))
    [23]
    ASHOUR M, ARDALAN H.Analysis of pile stabilized slopes based on soil-pile interaction[J]. Computers and Geotechnics, 2012, 39(10): 85-97.
    [24]
    XU L Y, CAI F, WANG G X, et al.Nonlinear analysis of laterally loaded single piles in sand using modified strain wedge model[J]. Computers and Geotechnics, 2013, 51(3): 60-71.
    [25]
    XU L Y, CAI F, XUE Y Y.Implementation of state-dependent plasticity model in strain wedge model for laterally loaded piles in sand[J]. Marine Georesources & Geotechnology, 2019, 37(5): 622-632.
    [26]
    杨晓峰, 张陈蓉, 黄茂松, 等. 砂土中桩土侧向相互作用的应变楔模型修正[J]. 岩土力学, 2016, 37(10): 2877-2884, 2892.
    (YANG Xiao-feng, ZHANG Chen-rong, HUANG Mao-song, et al.Modification of strain wedge method for lateral soil-pile[J]. Rock and Soil Mechanics, 2016, 37(10): 2877-2884, 2892. (in Chinese))
    [27]
    YANG X F, ZHANG C R, HUANG M S, et al.Lateral loading of a pile using strain wedge model and its application under scouring[J]. Marine Georesources & Geotechnology, 2018, 36(3): 340-350.
    • Related Articles
  • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (236) PDF downloads (116) Cited by()
    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