• 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
Yang Zhifa, Wang Zhiyin, Liu Ying, Shang Yanjun, Wang Jing. Visco-elastic back-analysis on displacements and prediction of deformation in the shiplock slope of Wuqiangxi hydroelectric power station[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(1): 69-74.
Citation: Yang Zhifa, Wang Zhiyin, Liu Ying, Shang Yanjun, Wang Jing. Visco-elastic back-analysis on displacements and prediction of deformation in the shiplock slope of Wuqiangxi hydroelectric power station[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(1): 69-74.

Visco-elastic back-analysis on displacements and prediction of deformation in the shiplock slope of Wuqiangxi hydroelectric power station

More Information
  • Published Date: January 21, 2000
  • The back analysis on displacements may provide a new method for engineers responsible for the slope engineering design to choose mechanical parameters and some components of the initial stress. On the basis of characteristics of the strata of the slope in the left bank of Wuqiangxi hydroelectric power station, H K model is selected, and mechanical parameters required for the slope engineering design are back analyzed from measured displacements of the slope in this paper. Its principle and method are discussed in details.
  • Related Articles

    [1]LIU Hong-yan, LÜ Shu-ran, ZHANG Li-min. Dynamic damage constitutive model for persistent jointed rock mass based on combination model method[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(10): 1814-1821. DOI: 10.11779/CJGE201410008
    [2]WANG Jun, WANG Qian, WANG Ping, ZHONG Xiu-mei, CHAI Shao-feng. Effect of adding amount of fly ash on dynamic constitutive relationship of modified loess[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk1): 156-160.
    [3]SHI Yu-cheng, QIU Guo-rong. Constitutive relation of seismic subsidence of loess based on microstructure[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(zk1): 7-11.
    [4]ZHANG Ning, ZHAO Yang-sheng, WAN Zhi-jun, DONG Fu-ke, FENG Zi-jun. Creep constitutive relationship of lu gray granite under high temperature and three-dimensional stress[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(11): 1757-1762 .
    [5]LI Hongru, HU Zaiqiang, CHEN Cunli, XIE Dingyi. Approach of soil dynamic response analysis based on physical state constitutive relationship[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(4): 503-510.
    [6]YUAN Haiping, CAO Ping, XU Wanzhong, CHEN Yuanjiang. Visco-elastop-lastic constitutive relationship of rock and modified Burgers creep model[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(6): 796-799.
    [7]YIN Zongze, ZHOU Jian, CHIU C F, YUAN Junping, ZHANG Kunyong. Constitutive relations and deformation calculation for unsaturated soils[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(2): 137-146.
    [8]WU Wen, XU Songlin, YANG Chunhe, BAI Shiwei, ZHENG Fajin. Investigation on the constitutive relationship and equation of state for rock salt under impact loading[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(3): 367-372.
    [9]SHEN Xinpu. A piece-wise-linear elasto-plastic constitutive model for mixed-mode interface cracks[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(2): 250-256.
    [10]LIU Yachen, CAI Yongqing, LIU Quansheng, WU Yushan. Thermal-hydraulic-mechanical coupling constitutive relation of rock mass fracture interconnectivity[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(2): 196-200.

Catalog

    Article views (1169) PDF downloads (407) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return