• 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
Huang Xingchun, Lu Haixing. Numerical analysis and estimation on the initial rock stress around complex faults[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(3): 327-331.
Citation: Huang Xingchun, Lu Haixing. Numerical analysis and estimation on the initial rock stress around complex faults[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(3): 327-331.

Numerical analysis and estimation on the initial rock stress around complex faults

More Information
  • Published Date: May 25, 2000
  • According to the distribution characteristics of initial rock stress measured in the mine around complex faults, structural rock stress field is simulated and estimated by establishing numerical model suited to geological structure of the mine and applying the DDM (displacement discontinuity method) and iteration method based on the stress measurements. Simulating results fit with the distribution characteristics of the measurements. In addition, the influence of complex faults on regional principal rock stresses is analyzed by comparing the in situ measurements with numerical results. It is shown that regional initial rock stress state is controlled by larger faults and that heterogeneity and aeolotropism of initial rock stress field are caused by superposition of action of faults.
  • Related Articles

    [1]LIN Zhi-yong, DAI Zi-hang. Interaction factor method for piles group settlement by static load tests of single pile[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(1): 155-162. DOI: 10.11779/CJGE201601017
    [2]WANG Tao. Bearing capacity of piles in optimized design of pile foundation stiffness to reduce differential settlement[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(4): 641-649. DOI: 10.11779/CJGE201504009
    [3]WANG Rui, CAO Wei, BRANDENBERG Scott. Method for calculating axial force and settlement of pile foundation in consolidating and reconsolidating ground[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(3): 512-518. DOI: 10.11779/CJGE201503015
    [4]QIU Ren-dong, LIU Jin-li, GAO Wen-sheng, QIU Ming-bing. Some problems on settlement calculation of pile group foundation[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(sup2): 15-23.
    [5]FANG Pengfei, ZHU Xiangrong, FENG Junhong. Case study on settlement reducing piles[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(1): 100-104.
    [6]ZHENG Gang, LIU Shuangju, PEI Yingjie, DIAO Yu. Piled raft with gap between pile top and raft to adjust differential settlement[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(5): 636-641.
    [7]CHEN Longzhu, CAO Ming, CHEN Shengli. An interaction factor approach and parametric analysis for piled raft foundation[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(2): 155-159.
    [8]LIU Jinli, QIU Mingbing. Bearing capacity and deformation behaviour of pile groups in soft soil and design of composite foundation with settlement-reducing piles[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(1): 51-55.
    [9]LIU Donglin, ZHENG Gang, LIU Jinli, LI Jinxiu. Experimental study to reduce differential settlements of raft of composite foundation with rigid piles[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(4): 517-523.
    [10]SONG Erxiang, SHEN Wei, JIN Huai, LIU Yansheng. A practical method for the analysis of rigid pile composite foundation-raft system[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(3): 268-272.

Catalog

    Article views (1249) PDF downloads (367) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return