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 20 Issue 4
Turn off MathJax
Article Contents
Abstract
References
Related Articles
Zhou Zhifang, Zhu Xueyu. Mechanism analysis of uplift abnormality for dam section 3 of Xin′anjiang hydropower station[J]. Chinese Journal of Geotechnical Engineering, 1998, 20(4): 57-60.
Citation: Zhou Zhifang, Zhu Xueyu. Mechanism analysis of uplift abnormality for dam section 3 of Xin′anjiang hydropower station[J]. Chinese Journal of Geotechnical Engineering, 1998, 20(4): 57-60.
shu

Mechanism analysis of uplift abnormality for dam section 3 of Xin′anjiang hydropower station

  • Department of Geology Nanjing University Nanjing 210093

More Information
  • Published Date: July 23, 1998
    Graphical Abstract
    • Abstract
  • The mechanism of uplift abnormality within dam section 3 of Xinanjiang hydropower station is studied on the basis of results from regression analysis, discharge rate decay and numerical analog analysis. As a conclusion, it could be stated that the uplift abnormality within the research area is only a local phenomenon, which will not influence on the stability of dam.
    • FullText(HTML)
    • References (0)
    • Related Articles

  • Related Articles

    [1]MU Wen, TANG Chaosheng, CHENG Qing, TIAN Bengang, LIU Weijie, HU Huicong, SHI Bin. Effects of cracks on evaporation process of water in soils[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(12): 2641-2648. DOI: 10.11779/CJGE20221115
    [2]YING Hong-wei, ZHANG Jin-hong, WANG Xiao-gang, LI Bing-he, ZHU Wei. Experimental analysis of passive earth pressure against rigid retaining wall under translation mode for finite soils[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(6): 978-986. DOI: 10.11779/CJGE201606002
    [3]DU Zuo-long, WANG Shi-feng, LIU Xiang-yong, GUO Feng-xiao. Optimization of earthwork for a super-large deep excavation based on hardening-soil constitutive model[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 248-253.
    [4]LIU Jiacai, ZAI Jinmin, MEI Guoxiong, GAO Hong. Consolidation analysis of visco-elastic soil around a driven pile[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(9): 1361-1365.
    [5]XU Mingbiao, PENG Dehong. Finite element analysis of dynamic response on blasting vibration in slope excavation of a hydroelectric power station[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(6): 770-775.
    [6]ZENG Youjin, ZHANG Weimin, WANG Nianxiang, XU Guangming. Characteristic of dumbbell shaped pile-cap and group piles during collision of ship and bridge[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(5): 575-581.
    [7]ZENG Youjin, ZHANG Weimin, WANG Nianxiang, XU Guangming. Numerical analysis of interaction between group piles and dumbbell shaped cap in a super large bridge[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(10): 1129-1135.
    [8]WANG Mansheng, ZHOU Xiyuan, HU Yuxian. Studies on contact model of soil—pile dynamic interaction[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(6): 616-620.
    [9]LU Xinzheng, SONG Erxiang, JI Lin, SUI Feng. 3-Dimensional FEA for the interaction between supporting structure of excavation and soil in a very deep pit[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(4): 488-491.
    [10]LIU Yongjun, ZHU Yueming, FENG Tugen, QIAN Min, CAO Weimin. Study on random soil frame model and its application[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(3): 354-357.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (1090) PDF downloads (293) 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