• 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
Li Yongshu, Wang Jinzhuang. Surface subsidence patterns for mining ore seam with anticlinal structure[J]. Chinese Journal of Geotechnical Engineering, 1998, 20(6): 70-72.
Citation: Li Yongshu, Wang Jinzhuang. Surface subsidence patterns for mining ore seam with anticlinal structure[J]. Chinese Journal of Geotechnical Engineering, 1998, 20(6): 70-72.

Surface subsidence patterns for mining ore seam with anticlinal structure

More Information
  • Published Date: November 19, 1998
  • To predict subsidence caused by mining ore seam of curved surface distribution ,it is usually to take curved surface distribution as plane one approximately. For example, subsidence is predicted by the method for prediction of multi-face mining, with seam of anticlinal structure being simply divided into a few inclined seams. And obviously, the precision of predicted values of ground movement and deformation must be largely lowered. Based on the fundamental principles of the probability integration method, a new method for predicting subsidence is introduced in this paper. The method is established with the aid of curvilinear integral. And also the methods for delimiting integrated ranges and determining calculation coordinates are discussed.
  • Related Articles

    [1]ZHOU Weining, LI Zixi, ZHANG Ga. Centrifugal model tests on micro-pile-reinforced shallow foundation in layered soils[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(S1): 81-85. DOI: 10.11779/CJGE2024S10031
    [2]LI Zi-xi, LUO Fang-yue, ZHANG Ga. Centrifugal model tests on micro-pile-reinforced shallow foundation[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(S2): 56-59. DOI: 10.11779/CJGE2021S2013
    [3]PAN Jian, YUAN Wen-jun, VAISHALI Sharma, CHENG Sai. Shaft bearing behaviors of micro cast-place piles with steel tubes[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S1): 77-80. DOI: 10.11779/CJGE2019S1020
    [4]ZHU Yan-peng, WANG Hai-ming, YANG Kui-bin, YANG Xiao-hui. Experimental study on bearing characteristics of micro steel tube piles in loess fill foundation[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(S1): 198-204. DOI: 10.11779/CJGE2018S1032
    [5]SUN Xun-hai, TONG Jian-xing, YANG Xin-hui, LUO Peng-fei, DU Shi-wei. Application of micro-piles in reinforcment of soft soil area[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(z2): 91-94. DOI: 10.11779/CJGE2017S2023
    [6]CHEN Peng-fei, GONG Xiao-nan, LIU Nian-wu. Effect of curtain’s role in retaining on deformation of deep excavations[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 254-258. DOI: 10.11779/CJGE2014S2044
    [7]XIANG Bo, MA Jian-lin, HE Yun-yong, ZHOU Li-rong. Prototype tests on micro-steel pipe piles as retaining structures[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(11): 2131-2138.
    [8]WEI Huan-wei, LI Yan, SUN Jian-ping, SHAO Guang-biao. Application of micro-piles in foundation reinforcement of a coal storage[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(sup2): 384-387.
    [9]GAO Junhe, LIU Guonan. In situ test and construction of two-shot grouting for waterproof of man-hole-pile[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(4): 479-482.
    [10]Study on centrifuge model tests of mini-pile foundation in soft soil[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(2): 242-245.

Catalog

    Article views PDF downloads Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return