Loading [MathJax]/extensions/MathMenu.js
  • 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
RONG Chui-qiang, ZHAO Xiao-hua. Three-dimensional interference sources and optimal sampling location of piles utilizing reflected wave method[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(9): 1731-1738. DOI: 10.11779/CJGE201709023
Citation: RONG Chui-qiang, ZHAO Xiao-hua. Three-dimensional interference sources and optimal sampling location of piles utilizing reflected wave method[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(9): 1731-1738. DOI: 10.11779/CJGE201709023

Three-dimensional interference sources and optimal sampling location of piles utilizing reflected wave method

More Information
  • Received Date: June 15, 2016
  • Published Date: September 24, 2017
  • When utilizing the reflected wave method for integrity testing of piles, signals are usually biased due to the three-dimensional (3D) wave motion of the piles. In order to reduce the signal bias, both the 3D interference sources and the optimal sampling positions are studied. By means of the mode superposition, it is observed that the interference sources are mainly from a specific kind of vibration modes, in which the top plane of a pile will deform non-uniformly in the axial direction. There exist stationary points on the top plane where the interference signal is the minimum. They are called 3D interference minimum points, the optimal positions for signal sampling. Through parameter analysis, a mathematical expression is derived for determination of the 3D interference minimum points. This expression reflects the effect of pile materials, and may be regarded as a modification of the existing code method. Based on the fact that the displacements at both sides of an interference minimum point are adverse, a double-speed average method is proposed, by measuring and averaging the signals of two corresponding points at both sides. Using this method, the sampling location can be chosen in a wide range, while the signal quality is much higher than that of the 3D interference minimum point sampling method. The accuracy of the proposed method is further checked through both the in-situ tests and the numerical simulations.
  • [1]
    陈 凡, 徐天平, 陈久照, 等. 基桩质量检测技术[M]. 北京: 中国建筑工业出版社, 2003: 2-3. (CHEN Fan, XU Tian-ping, CHEN Jiu-zhao, et al. Pile quality testing technology[M]. Beijing: China Architecture & Building Press, 2003: 2-3. (in Chinese))
    [2]
    王雪峰, 吴世明. 基桩动测技术[M]. 北京: 科学出版社, 2001: 30-34. (WANG Xue-feng, WU Shi-ming. Dynamic measurement techniques of foundation piles[M]. Beijing: Science Press, 2001: 30-34. (in Chinese))
    [3]
    RAUSCHE F, LIKINS G, SHEN R K. Pile integrity testing and analysis[C]// Memories Proceedings of the Fourth International Conference on the Application of Stress Wave Theory to Piles. Netherlands, 1992: 613-7.
    [4]
    陈 凡, 王仁军. 尺寸效应对基桩低应变完整性检测的影响[J]. 岩土工程学报, 1998, 20(5): 92-96. (CHEN Fan, WANG Ren-jun. Dimension effect on low strain integrity testing of piles[J]. Chinese Journal Geotechnical Engineering, 1998, 20(5): 92-96. (in Chinese))
    [5]
    柯宅邦, 刘东甲. 低应变反射波法测桩的轴对称问题数值计算[J]. 岩土工程学报, 2006, 28(12): 2111-2115. (KE Zhai-bang, LIU Dong-jia. Numerical computation of axisymmetric problems in low strain integrity tests on piles[J]. Chinese Journal Geotechnical Engineering, 2006, 28(12): 2111-2115. (in Chinese))
    [6]
    卢志堂, 刘东甲, 龙丽丽, 等. 基桩低应变检测三维问题的数值计算[J]. 合肥工业大学学报(自然科学版), 2011, 34(6): 905-909. (LU Zhi-tang, LIU Dong-jia, LONG Li-li, et al. 3-D numerical computation for low strain integrity testing of piles[J]. Journal of Hefei University of Technology (Natural Science), 2011, 34(6): 905-909. (in Chinese))
    [7]
    ZHENG C J, GEORGE P K, DING X M, et al. Three dimensional effects in low strain integrity testing of piles analytical solution[J]. Canadian Geotechnical Journal, 2015, 53(2): 225-235.
    [8]
    郑长杰, 丁选明, 刘汉龙, 等. 饱和均质土中PCC桩纵向振动响应简化解析方法[J]. 岩土工程学报, 2013, 35(增刊2): 1087-1090. (ZHENG Chang-jie, DING Xuan-ming, LIU Han-long. et al. Simplified analytical solution for vertical vibration of PCC piles in saturated soils[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(S2): 1087-1090. (in Chinese))
    [9]
    JGJ 106—2014 建筑基桩检测技术规范[S]. 2014. (JGJ 106—2014 Technical code for testing of building foundation piles[S]. 2014. (in Chinese))
    [10]
    JTG/T F81—01—2004 公路工程基桩动测技术规程[S]. 2004. (JTG/T F81—01—2004 Technical specification of dynamic pile tests for highway engineering[S]. 2004. (in Chinese))
    [11]
    CHOW Y K, PHOON K K, CHOW W F, et al. Low strain integrity testing of piles three-dimensional effects[J]. Journal of Geotechnical and Geo-environmental Engineering, 2003, 129(11): 1057-1062.
    [12]
    赵 冉, 苏林王. 基于双速度法的在役基桩完整性检测[J]. 水运工程, 2014(8): 153-158. (ZHAO Ran, SU Lin-wang. Integrity testing of in-service piles based on double-velocity test method[J]. Port &Waterway Engineering, 2014(8): 153-158. (in Chinese))
  • Related Articles

    [1]LIU Jingbo, LU Xihuan, BAO Xin. Comparison of response acceleration methods suggested by different standards[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(1): 47-56. DOI: 10.11779/CJGE20211392
    [2]HU Ya-yuan, DING Pan. Three-dimensional rheological model for double-yield surface based on equivalent time[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(1): 53-62. DOI: 10.11779/CJGE202001006
    [3]YING Hong-wei, WANG Xiao-gang, GUO Yue, HU Ya-yuan, YANG Xue-lin. Three-dimensional m method for retaining structures and its application for top-down construction of excavations[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S1): 37-40. DOI: 10.11779/CJGE2019S1010
    [4]FANG Yushu. Discussion on "Three-dimensional residual thrust method considering moment equilibrium"[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(3): 488-489.
    [5]ZHANG Qihua. Three-dimensional residual thrust method considering moment equilibrium[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(9): 1393-1398.
    [6]ZHANG Jianhui. Element-free method for two-parameter subgrade plates[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(7): 776-779.
    [7]Jiao Yuyong, Ge Xiurun, Liu Quansheng, Feng Shuren. Three-dimensional discrete element method and its application in landslide analysis[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(1): 104-107.
    [8]Luo Li, Sun Zongqi. Determination of Subcritical Crack Growth Velocity and Fracture Toughness of Rocks by Double Torsion Method[J]. Chinese Journal of Geotechnical Engineering, 1992, 14(3): 40-48.
    [9]Wu Zaiguang, Han Guocheng, Lin Gao. Probabilistic Average Approach for Stochastic Seismic Response Analysis of Soil Layers[J]. Chinese Journal of Geotechnical Engineering, 1989, 11(4): 9-16.
    [10]Zhou Xiyuan, Wang Guangjun, Su Jingyu. Site Classification and Average Response Spectra[J]. Chinese Journal of Geotechnical Engineering, 1984, 6(5): 59-68.

Catalog

    Article views (283) PDF downloads (216) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return