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 38 Issue z2
Turn off MathJax
Article Contents
Abstract
References
WANG Ming-yuan, SHAN Zhi-gang, RAO Xi-bao, JIANG Ji-wei, PAN Jia-jun, DI Sheng-jie. Numerical inversion study on comprehensive capacity of marine steel pipe pile based on field pile loading tests[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(z2): 143-148. DOI: 10.11779/CJGE2016S2023
Citation: WANG Ming-yuan, SHAN Zhi-gang, RAO Xi-bao, JIANG Ji-wei, PAN Jia-jun, DI Sheng-jie. Numerical inversion study on comprehensive capacity of marine steel pipe pile based on field pile loading tests[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(z2): 143-148. DOI: 10.11779/CJGE2016S2023
shu

Numerical inversion study on comprehensive capacity of marine steel pipe pile based on field pile loading tests

  • 1. Power China Huadong Engineering Corporation, Hangzhou 311122, China;
    2, Yangtze River Scientific Research Institute, Key Laboratory of Geotechnical Mechanics and Engineering of the Ministry of Water Resources, Wuhan 430010, China

More Information
  • Received Date: May 18, 2016
  • Published Date: October 19, 2016
    Graphical Abstract
    • Abstract
  • It is difficult to determin the parameters of the marine soil due to the influence of the marine environment.There is often a need to combine drill sampling, in situ tests with field static load tests on the pile foundation for comprehensive analysis. Based on the static load test of marine steel pipe pile,the sensitivity of the parameters of the marine soil to the stress and deformation of the steel pipe pile under different loads was discussed.Moreover, a series of numerical simulations were carried out to analyze the key parameters.By comparing with the static load test results, including the horizontal, vertical compression and vertical uplift tests,the experience of the laboratory test and the marine engineering standards (e.g. API),the parameters of the marine soil layer were demonstrated under the various load conditions of the steel pipe pile.
    • FullText(HTML)
    • References (9)
  • [1]
    孙 田, 陈国兴, 周恩全, 等. 琼州海峡100 m以浅海洋土动剪切模量比和阻尼比试验研究[J]. 岩土工程学报, 2013, 35(增刊2): 375-382. (SUN Tian, CHEN Guo-xing, ZHOU En-quan, et al. Experimental study on dynamic shear modulus ratio and damping ratio of marine soils in Qiongzhou strait with depth less than 100 m[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(S2): 375-382. (in Chinese))
    [2]
    孔令伟, 吕海波, 汪 稔, 等. 湛江海域结构性海洋土的工程特性及其微观机制[J]. 水利学报, 2002, 33(9): 82-88. (KONG Ling-wei, LÜ Hai-bo, WANG Ren, et al. Engineering properties and micro-mechanism of structural marine soil in Zhanjiang sea area[J]. Journal of Hydraulic Engineering, 2002, 33(9): 82-88. (in Chinese))
    [3]
    API. RP 2A-WSD - Recommended practice for planning, designing and constructing fixed offshore platforms[M]. Washington: American Petroleum Institute, 2010.
    [4]
    DNV-OS-J101. Design of offshore wind turbine structures[S]. 2011.
    [5]
    魏代峰. 大直径桩基的水平承载机理研究[D]. 北京: 中国石油大学, 2010. (WEI Dai-feng. Study on characteristics of large diameter-tube foundation under lateral loading[D]. Beijing: China University of Petroleum, 2010. (in Chinese))
    [6]
    BYRNE B W, MCADAM R, HOULSBY G T, et al. New design methods for large diameter piles under lateral loading for offshore wind applications[C]// Third International Symposium on Frontiers in Offshore Geotechnics (ISFOG 2015). Oslo Norway. 2015.
    [7]
    彭文韬. 超长大直径钢管桩竖向承载特性试验分析与预测方法研究[D]. 武汉: 武汉理工大学, 2010. (PENG Wen-tao. Study on the vertical bearing capacity and its predict method for super-long and large-diameter steel pipe pile[D]. Wuhan: Wuhan university of technology, 2010. (in Chinese))
    [8]
    高大钊, 袁聚云. 土质学与土力学[M]. 3版. 北京: 人民交通出版社, 2006. (GAO Da-zhao, YUAN Ju-yun. Soil properties and soil mechanics[M]. 3rd ed. Beijing: China Communications Press, 2006. (in Chinese))
    [9]
    杨 敏, 赵锡宏. 分层土中的单桩分析法[J]. 同济大学学报, 1992, 20(4): 421-428. (YANG Min, ZHAO Xi-hong. An approach for a single pile in layered soil[J]. Journal of Tongji University, 1992, 20(4): 421-428. (in Chinese))
    • Related Articles
  • Supplements (0)

  • Cited by

    Periodical cited type(9)

    1. 李林，陈镇旺，蔡阳，胡小蝶. 基于GeoPIV-RG技术的三轴试样变形精细测量方法验证. 长江科学院院报. 2024(04): 131-139 .
    2. 袁炳祥，李志杰，陈伟杰，罗庆姿，杨光华，王永洪. 基于PIV技术与分形理论的桩–土系统水平循环受荷模型试验研究. 岩石力学与工程学报. 2023(02): 466-482 .
    3. 常记，杨晓峰，姚兆明. 基于PIV技术的水平桩土相互作用试验研究. 宁夏工程技术. 2023(01): 7-11+17 .
    4. 李博，王晔，邹良超，杨磊. 岩石裂隙内浆液–水两相流可视化试验与驱替规律研究. 岩土工程学报. 2022(09): 1608-1616+2-3 . 本站查看
    5. 刘刚，鲜杰，臧冬冬. 岩土工程模型试验监测技术研究、应用与方向. 中国矿业大学学报. 2022(06): 1069-1085 .
    6. 侯宇宙，陈伟，陈捷. 基于PIV技术的新型土壤收缩轨迹测试装置研制. 中国测试. 2021(09): 113-118 .
    7. 朱鸿鹄，王德洋，王宝军，朱宝，施斌. 基于光纤传感及数字图像测试的管-土相互作用试验研究. 工程地质学报. 2020(02): 317-326 .
    8. 潘晓东，周廉默，孙宏磊，蔡袁强，史吏，袁宗浩. 基于粒子图像测速的高含水率软土真空预压试验. 浙江大学学报(工学版). 2020(06): 1078-1085 .
    9. 刘承婷，闫作秀，刘钢，张维薇，杨盼盼. 水平环空井段内岩屑运移规律实验研究. 当代化工. 2019(02): 333-336 .

    Other cited types(25)

Catalog

    Get Citation
    PDF
    XML
    Article views (353) PDF downloads (424) Cited by(34)
    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