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 23 Issue 2
Turn off MathJax
Article Contents
Abstract
References
Related Articles
XIE Xiaohua, LI Guoying. Stress-deformation analysis of Chengping concrete-faced rockfill dam[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(2): 243-246.
Citation: XIE Xiaohua, LI Guoying. Stress-deformation analysis of Chengping concrete-faced rockfill dam[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(2): 243-246.
shu

Stress-deformation analysis of Chengping concrete-faced rockfill dam

  • Nanjing Hydraulic Research Institute Nanjing 210029 China

More Information
  • Published Date: March 22, 2001
    Graphical Abstract
    • Abstract
  • The construction and run process of Chengping concrete-faced rockfill dam was analyzed by using a planar elastic-plastic finite element method.Rheologic characteristic of the rolled rock is taking into account of the calculation.As compared with the observation data,it shows the resulit in fairly accordance.
    • FullText(HTML)
    • References (0)
    • Related Articles

  • Related Articles

    [1]LIN Yifeng, ZHU Junlin, YU Jian, HUANG Maosong, XIAO Jiandong. Spherical cavity expansion-based method for cone factor considering nonlinear characteristics of clay[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(S2): 67-71. DOI: 10.11779/CJGE2024S20020
    [2]Soil liquefaction evaluation method based on soil behavior type classification chart and its indices from cone penetration testing[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20240293
    [3]TAN Hao, JI Hong-guang, ZENG Zhi-yuan, LIU Zhi-qiang. Optimal drilling pressure of cone-tipped cutters based on characteristic size of hard and brittle rocks[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(4): 782-789. DOI: 10.11779/CJGE202004023
    [4]LIU Song-yu, ZOU Hai-feng, CAI Guo-jun, ZHU Liu-wen, DU Yu. Application of CPTU-based soil classification methods in Hong Kong-Zhuhai-Macao Bridge[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(z2): 1-4. DOI: 10.11779/CJGE2017S2001
    [5]LIU Jin-li, QIU Ren-dong, QIU Ming-bing, GAO Wen-sheng. Behaviors of shaft resistance and tip resistance of piles under different conditions and conceptualization and application of distribution of shaft resistance[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(11): 1953-1970. DOI: 10.11779/CJGE201411001
    [6]ZOU Hai-feng, LIU Song-yu, CAI Guo-jun, DU Guang-yin. Evaluation of liquefaction potential of saturated sands based on piezocome penetration tests on resistivity[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(7): 1280-1288.
    [7]TANG Jun-wei, ZHAO Chun-feng, ZHAO Cheng, LIU Kun, LIAO Qian-xu. Experimental study on influence of pile-tip soil on friction resistance[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(sup2): 454-459.
    [8]WANG Wei-dong, WU Jiang-bin, WANG Xiang-jun, ZHAO Chun-feng, WANG Jian-hua. Values of side and tip resistances of piles in Shanghai area[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(sup2): 24-31.
    [9]LIU Songyu, CAI Guojun, TONG Liyuan, DU Guangyin. On preconsolidation pressure of clays from piezocone tests[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(4): 490-495.
    [10]Zhang Chenghou, Shi Jian, Dai Jiqun. The Application of Piezocone Tests in China[J]. Chinese Journal of Geotechnical Engineering, 1997, 19(1): 52-59.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (1117) PDF downloads (389) 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