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 37 Issue 3
Turn off MathJax
Article Contents
Abstract
References
GUO Peng-fei, WANG Xu, YANG Long-cai, LUO Hao-wei. Model tests on settlement of single pile in loess under long-term axial cyclic loading[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(3): 551-558. DOI: 10.11779/CJGE201503021
Citation: GUO Peng-fei, WANG Xu, YANG Long-cai, LUO Hao-wei. Model tests on settlement of single pile in loess under long-term axial cyclic loading[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(3): 551-558. DOI: 10.11779/CJGE201503021
shu

Model tests on settlement of single pile in loess under long-term axial cyclic loading

  • 1. Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji University, Shanghai 200092, China; 2. School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou 730070, China; 3. South Branch of Northwest Research Institute Co., Ltd. of CREC, Shenzhen 518048, China

More Information
  • Received Date: July 21, 2014
  • Published Date: March 23, 2015
    Graphical Abstract
    • Abstract
  • The settlement of a single pile under long-term axial cyclic loading is different from that under static loading. To study how the pile-top displacement s and displacement amplitude ρc change with the number of cycles and to analyze the development model of pile-top cumulative displacement under cyclic loading, a series of single-pile model tests on loess and saturated loess are performed. It is found that the static bearing capacity of the single pile in saturated loess is much lower than that in loess. The test s-N curve of pile head under cyclic loading in loess and saturated loess can be described by power function. With the same load size, the displacement of the single pile under cyclic loading is lower than that under static loading in loess. The cyclic displacement ratios (ratio of cyclic load displacement to static load displacement) are mostly in the range of 0.6 to 0.8. But the displacement of the single pile under cyclic loading is much higher than that under static loading in saturated loess, and the cyclic displacement ratios will grow with the cyclic loading ratio in a linear rule. The single-pile displacement amplitude under cyclic loading in loess is obviously higher than that in saturated loess, and it is mainly because of the cyclic loading amplitude and soil properties.
    • FullText(HTML)
    • References (16)
  • [1]
    朱 斌, 任 宇, 陈仁朋, 等. 竖向下压循环荷载作用下单桩承载力及累积沉降特性模型试验研究[J]. 岩土工程学报, 2009, 31(2): 186-193. (ZHU Bin, REN Yu, CHEN Ren-peng, et al. Model test on bearing capacity and accumulated settlement of single pile subjected to axial cyclic loading[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(2): 186-193. ( in chinese))
    [2]
    黄 雨, 柏 炯, 周国鸣, 等. 单桩循环荷载作用下饱和砂土中单桩沉降模型试验研究[J]. 岩土工程学报, 2009, 31(9): 1441-1444. (HUANG Yu, BAI Jiong, ZHOU Guo-ming, et al. Model tests on settlement of a single pile in saturated sand under unilateral cyclic loading[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(9): 1441-1444. (in Chinese))
    [3]
    杨龙才, 郭庆海, 周顺华, 等. 高速铁路桥桩在轴向循环荷载长期作用下的承载和变形特性试验研究[J]. 岩石力学与工程学报, 2005, 24(12): 2362-2368. (YANG Long-cai, GUO Qing-hai, ZHOU Shun-hua, et al. Dynamic behaviors of pile foundation of high-speed railway bridge under long-term cyclic loading in soft soil[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(12): 2362-2368. (in Chinese))
    [4]
    POULOS H G. Cyclis axial loading analysis of piles in sand[J]. Journal of Geotechnical Engineering, 1989, 115(6): 836-852.
    [5]
    陈竹昌. 轴向循环荷载下确定粘土中桩承载力的方法[J]. 海洋工程, 1990, 8(3): 72-81. (CHEN Zhu-chang. The method of determine bearing capacity of pile under cyclic loading in clay[J]. The Ocean Engineering, 1990, 8(3): 72-81 (in Chinese))
    [6]
    章 敏. 非饱和土中桩的动力响应与循环荷载试验研究[D]. 长沙: 中南大学, 2013. (ZHANG Min. Dynamic response of piles in unsaturated soil andits cyclic loading testing[D]. Changsha: Central South University, 2013. (in Chinese))
    [7]
    CHAN S F, HANNA T H. Repeated loading on single piles in sand[J]. Journal of Geotechnical Engineering Division, 1980, 106(2): 171-188.
    [8]
    GUDEHUS G, HETTLER A. Cyclic and monotomous model tests in sand[C]// Proceedings of 10th International Conference on Soil Mechanics and Foundation Engineering. Stockholm, 1981: 421-494.
    [9]
    VAN Weele A F. Pile bearing capacity under cyclic loading compared with that under static loading[C]// Proceedings of 2nd International Conference on Behavior of Offshore Structures. London, 1979: 575-588.
    [10]
    POULOS H G, CHUA E W. Bearing capacity of foundations on calcareous sand[C]// Proceedings of 11th International Conference on Soil Mechanics and Foundation Engineering. San Francisco, 1985: 1619-1622.
    [11]
    POULOS H G. Cyclis axial loading analysis of piles in sand[J]. Journal of Geotechnical Engineering, 1989, 115(6): 836-852.
    [12]
    HETTLER A. Verschiebung starrer und elastischer gründungskörper in sand bei monotoner und zyklischer belastung[D]. Deutsch-land: Ver”oentlichungen des Institutes für Bodenmechanik und Felsmechanik der Universität Fridericiana in Karlsruhe, 1981. (HETTLER A. The settlement of rigid and flexible piles in sand under unilateral cyclic loading[D]. Germany: The University of Frdericiana in Karlsruhe, 1981. (in German))
    [13]
    LITTLE R L, BRIAUD J L. Full scale cyclic lateral load tests on six single piles in sand[R]. College Station: Miscellaneous Paper GL-88-27, Geotechnical Div Texas A&M Univ, 1988.
    [14]
    白顺果, 侯永峰, 张鸿儒, 等. 循环荷载作用下水泥土桩复合地基的临界循环应力比和永久变形分析[J]. 岩土工程学报, 2006, 28(1): 84-87. (BAI Shun-guo, HOU Yong-feng, ZHANG Hong-ru, et al. Analysis on critical cyclic stress ratio and permanent deformation of composite foundation improved by cement-soil piles under cyclic loading[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(1): 84-87. (in Chinese))
    [15]
    白顺果, 侯永峰, 张鸿儒. 循环荷载作用下水泥土桩复合地基变形性状分析[J]. 岩土力学, 2006, 27(4): 677-681. (BAI Shun-guo, HOU Yong-feng, ZHANG Hong-ru. Deformation analysis of composite foundation improved by cement-soil piles under cycle loading[J]. Rock and Soil Mechanics, 2006, 27(4): 677-681. (in Chinese))
    [16]
    陈竹昌, 徐 和. 土类对轴向循环荷载下桩性状的影响[J]. 同济大学学报, 1989, 17(3): 329-336. (CHEN Zhu-chang, XU He. Influence of soil type on behavior of cyclic axially loaded pile[J]. Journal of Tongji University, 1989, 17(3): 329-336. (in Chinese))
    • Related Articles
  • Supplements (0)

  • Cited by

    Periodical cited type(5)

    1. 厉立兵，侯兴民，李远东. 一种基坑降水影响半径的有限元计算方法. 岩土力学. 2021(02): 574-580 .
    2. 赵磊，刘俊伟，刘冠杰. 基于能量损失率最小原理求解稳定渗流场渗透系数. 水利与建筑工程学报. 2021(02): 235-239 .
    3. 刘宜盈，赵磊，李冉. 基于渗流原理求解工程降水降落曲线的有限单元法. 山西建筑. 2020(06): 50-52 .
    4. 王凤梅，侯兴民，郑珊珊. 基于能量损失率最小原理求解稳定渗流场的自由面曲线. 水力发电. 2019(02): 74-78+94 .
    5. 介玉新，郭政豪，赵雪莹. 接触面单元计算土石坝渗流逸出点的效果分析. 河海大学学报(自然科学版). 2019(04): 329-336 .

    Other cited types(3)

Catalog

    Get Citation
    PDF
    XML
    Article views (328) PDF downloads (289) Cited by(8)
    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