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 27 Issue 7
Turn off MathJax
Article Contents
Abstract
References
Related Articles
ZHOU Longxiang, TONG Huawei, WANG Mengshu, ZHANG Dingli. Study on the role of cushion of composite ground and its minimum depth[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(7): 841-843.
Citation: ZHOU Longxiang, TONG Huawei, WANG Mengshu, ZHANG Dingli. Study on the role of cushion of composite ground and its minimum depth[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(7): 841-843.
shu

Study on the role of cushion of composite ground and its minimum depth

  • 1. College of Civil Engineering and Architecture Beijing Jiaotong University Beijing 100044 China 2. College of Civil Engineering Guangzhou University Guangzhou 510405 China

More Information
  • Published Date: July 14, 2005
    Graphical Abstract
    • Abstract
  • Under cushion the settlement of soil between deep mixing piles (or CFG piles ,concrete piles) is bigger than that of the piles.A formula to calculate the minimum thickness of cushion under rigid structural layer was derived by mechanics analysis on the cushion column above the pile.
    • 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 (1738) PDF downloads (316) 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