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 30 Issue 7
Turn off MathJax
Article Contents
Abstract
References
Related Articles
TENG Kai. Evaluation and improvement of formulas for replacement depth under dynamic compaction[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(7): 994-998.
Citation: TENG Kai. Evaluation and improvement of formulas for replacement depth under dynamic compaction[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(7): 994-998.
shu

Evaluation and improvement of formulas for replacement depth under dynamic compaction

  • Qiqihaer Municipal Construction Bureau of Flood Control Qiqihaer 161006 China

More Information
  • Published Date: July 14, 2008
    Graphical Abstract
    • Abstract
  • In the design of strengthening projects under dynamic compaction,the replacement depth was an important parameter.With regard to the existing problems in estimation formulas for replacement depth under dynamic compaction,a formula with high accuracy was established considering 3 factors: the compaction energy per blow,the diameter of the hammer and the soil quality.The optimum parameters were obtained by use of the nonlinear least square method.It was shown by case studies that the proposed formula was highly accurate for fitting,and it would be helpful to the design of similar projeats.
    • FullText(HTML)
    • References (0)
    • Related Articles

  • Related Articles

    [1]LI Yue, LIU Wenjun, CAI Jing, DAI Xuan, SHUI Weihou, DONG Bingyin. Simulation of dynamic compaction replacement using ALE method and tamping parameters[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(7): 1471-1479. DOI: 10.11779/CJGE20220480
    [2]JIANG Ming-jie, LU Xiao-ping, ZHU Jun-gao, JI En-yue, GUO Wan-li. Method for estimating at-rest lateral pressure coefficient of coarse-grained soils[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(S2): 77-81. DOI: 10.11779/CJGE2018S2016
    [3]FU Wen-guang, YANG Zhi-yin. Formulae for overall stability of composite soil nailing walls[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(4): 742-747.
    [4]WEI Xinjiang, ZHANG Shimin, WEI Wei. Discussion of formula of pullout resistance for fully grouted anchor[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(7): 902-905.
    [5]M.S.Subrahmanyam, AO Pengkong. Pile length influences on piling formula[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(3): 264-267.
    [6]ZENG Qingjun, LI Maoying, LI Dayong. Estimation of the displacement depth in dynamic replacement[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(5): 608-611.
    [7]WANG Jianping, LI Jinglin, CAO Guoxing, JIN Weiguang. An empirical formula for bearing capacity of vibro replacement stone column[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(4): 496-498.
    [8]LI Yuejian, CHEN Yunmin, LING Daosheng. Study on the critical depth and minimal thickness of static piling[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(5): 584-587.
    [9]Miao Linchang, Liu Songyu, Zhu Zhiduo, Guo Yongchen, Jiang Zhenxiong. Research on dynamic compaction treatment of foundation for expressway with interbedded liquefiable soil and soft soil[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(4): 408-411.
    [10]Lin Yunmei. Study of BQ formula in national standard of quantitative classification for basic quality of rock mass[J]. Chinese Journal of Geotechnical Engineering, 1999, 21(4): 481-485.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (1126) PDF downloads (387) 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