• Indexed in Scopus
  • Source Journal for Chinese Scientific and Technical Papers and Citations
  • Included in A Guide to the Core Journal of China
  • Indexed in Ei Compendex
HE Jiangda, XIE Hongqiang, WANG Qizhi, XIAO Mingli. Inversion analysis of initial geostress in dam site of Guandi Hydropower Project[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(2): 166-171.
Citation: HE Jiangda, XIE Hongqiang, WANG Qizhi, XIAO Mingli. Inversion analysis of initial geostress in dam site of Guandi Hydropower Project[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(2): 166-171.

Inversion analysis of initial geostress in dam site of Guandi Hydropower Project

More Information
  • Published Date: February 15, 2009
  • The initial geostress is the main source of force influencing the deformation and stability of underground powerhouses and also one of key factors to be considered in engineering design and construction, especially in construction of underground powerhouses of large hydropower projects. Based on the geological conditions and measured geostress data of an underground powerhouse of a certain hydropower project, the finite element method is applied to analyze the initial geostress of the underground powerhouse. It is shown that the action of the horizontal geological structure is preferably dominant in the region of the underground powerhouse, and the geostress is composed of the gravitational stress and the tectonic stress. Through comparison between the calculated and measured geostresses of measuring points, it is found that these two are similar in values and directions, which suggests that the geostress field obtained by regression is reasonable and conforms to the historical background of geological structure. The results of the geostress field can be applied to practical engineering projects.
  • Related Articles

    [1]DENG Zhiping, ZHONG Min, PAN Min, ZHENG Kehong, NIU Jingtai, JIANG Shuihua. Slope reliability analysis considering spatial variability of parameters based on efficient surrogate model[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(2): 273-281. DOI: 10.11779/CJGE20221338
    [2]GU Xin, ZHANG Wengang, OU Qiang, WANG Lin, QIN Changbing. Reliability analysis of soil slope stability based on Chebyshev-Galerkin-KL expansion[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(12): 2472-2480. DOI: 10.11779/CJGE20220831
    [3]JIANG Shui-hua, LIU Xian, HUANG Fa-ming, HUANG Jin-song. Failure mechanism and reliability analysis of soil slopes under rainfall infiltration considering spatial variability of multiple soil parameters[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(5): 900-907. DOI: 10.11779/CJGE202005012
    [4]TAN Xiao-hui, DONG Xiao-le, FEI Suo-zhu, GONG Wen-ping, XIU Lin-tian, HOU Xiao-liang, MA Hai-chun. Reliability analysis method based on KL expansion and its application[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(5): 808-816. DOI: 10.11779/CJGE202005002
    [5]QIN Xiao-hua, LIU Dong-sheng, SONG Qiang-hui, WU Yue, ZHANG Yu, YE Yong. Reliability analysis of bedrock laminar slope stability considering variability of saturated hydraulic conductivity of soil under heavy rainfall[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(6): 1065-1073. DOI: 10.11779/CJGE201706012
    [6]LIU Xi-kang, ZHANG Jian-hai, ZHAO Wen-guang. Stability analysis method for arbitrary slip block based on dynamic finite element method[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 363-368.
    [7]WANG Yu-jie, XU Jia-cheng, WANG Xiao-gang, ZENG Qing-yi. Criteria for determining factor of safety of anchor against pull-out by using reliability analysis[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(2): 303-308.
    [8]WU Kun-ming, WANG Jian-guo, TAN Xiao-hui. Determination of anchorage depth for rigid anti-slide piles based on reliability analysis[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(2): 237-242.
    [9]TAN Xiaohui, WANG Jianguo, WU Linian, CUI Kerui, WU Daoxiang. Studies on accelerating convergence method in nonlinear stochastic finite element analysis of slope stability[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(7): 1030-1034.
    [10]TAN Xiaohui, WANG Jianguo. Slope reliability analysis using elasto-plastic finite element method[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(1): 44-50.

Catalog

    XIAO Mingli

    1. On this Site
    2. On Google Scholar
    3. On PubMed
    Article views (1298) PDF downloads (263) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return