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 25 Issue 1
Turn off MathJax
Article Contents
Abstract
References
Related Articles
ZHANG Xianmin, CAI Jing, WANG Jianhua. Quantitative analysis of defects to piles in foundation with low strain dynamic test[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(1): 47-50.
Citation: ZHANG Xianmin, CAI Jing, WANG Jianhua. Quantitative analysis of defects to piles in foundation with low strain dynamic test[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(1): 47-50.
shu

Quantitative analysis of defects to piles in foundation with low strain dynamic test

  • 1.School of Constructional Engineering Tianjin University Tianjin 300072 China 2.School of Civil Engineering and Architecture Hebei University of Technology Tianjin 300132 China

More Information
  • Published Date: January 23, 2003
    Graphical Abstract
    • Abstract
  • The software is developed for the vibration response to exciting force on defective piles in homogeneous soil.Using this software, the relationship between degree of defect and ratio of amplitude was studied, in which the influence of the characteristics of the soil around piles is taken into account.Finally, model pile test was done to verify the accuracy of quantitative analysis theory.
    • FullText(HTML)
    • References (0)
    • Related Articles

  • Related Articles

    [1]YANG Yu-sheng, LIU Xiao-sheng, PENG Wen-ming, ZHAO Jian-ming, ZHU Kai-bin, ZHU Bin. Pressuremeter tests and parameter back analysis of deep silty clay[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(S2): 155-159. DOI: 10.11779/CJGE2022S2034
    [2]SHEN Zhi-fu, SUN Tian-you, BAI Yu-fan, JIANG Ming-jing, ZHOU Feng. Extraction method for micro-structure parameters of clay based on imaging principles of scanning electron microscope[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(5): 933-939. DOI: 10.11779/CJGE202105018
    [3]WANG Yu-jie, SHE Lei, ZHAO Yu-fei, CAO Rui-lang. Experimental study on measurement of rock strength parameters based on digital drilling technology[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(9): 1659-1668. DOI: 10.11779/CJGE202009010
    [4]ZHENG Yun, MA Wei, LI Guo-yu, MU Yan-hu, PENG Hui. Laboratory study on quantitative parameter of structural characteristics of soils considering effect of freeze-thaw cycles[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(7): 1339-1344. DOI: 10.11779/CJGE201607023
    [5]LIU Peng, DING Wen-qi. Modified constitutive Cam-clay model[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 793-797.
    [6]CAI Guo-jun, ZHANG Tao, LIU Song-yu, DENG Yong-feng, ZOU Hai-feng. Relationship between electrical resistivity and geotechnical characteristic parameters for Jiangsu marine clay[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(8): 1470-1477.
    [7]DENG Guohua, SHAO Shengjun. Variation characteristic analysis of a structural parameter for surrounding soils in loess tunnels[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(2): 219-224.
    [8]WANG Qiusheng. Structural parameter for disturbed soils[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(7): 914-917.
    [9]SHAO Shengjun, ZHOU Feifei, LONG Jiyong. Structural properties of loess and its quantitative parameter[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(4): 531-536.
    [10]Xie Dingyi, Qi Jilin. Soil structure characteristics and new approach in research on its quantitative parameter[J]. Chinese Journal of Geotechnical Engineering, 1999, 21(6): 651-656.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (1148) PDF downloads (378) 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