›› 2010, Vol. 31 ›› Issue (6): 1907-1912.

• Geotechnical Engineering • Previous Articles     Next Articles

Evaluation of rockmass quality based on regionalization variable optimal estimation theory and RMR system in Jinchuan mine No.3

JIA Ming-tao,WANG Li-guan   

  1. School of Resources and Safety Engineering, Central South University, Changsha 410083, China
  • Received:2008-11-08 Online:2010-06-10 Published:2010-06-25

Abstract:

The comprehensive evaluation of rockmass quality was an important prerequisite and basis for the feasibility study and preliminary design of a block caving mining mine. The most usually method was the RMR system, the local RMR value of the borehole and tunnel was used to represent the qualities of all region traditionally. Based on the investigation data of Jinchuan Mine No. 3 with an elevation above 1554 m, the spatial structural quality and variability of the parameters of the RMR system were analyzed firstly. Secondly, the 3D surface model of different engineerings and lithological regions were constructed; furthermore, they were filled by numerous discrete cuboids unit. Thirdly, by using the best unbiased evaluation method for the regionalization variables, the RMR parameters of each cuboids unit were estimated, and resulted in a 3D RMR evaluation model which reflects the global variation of rockmass qualities of the Jinchuan Mine No. 3. Finally, based on the resulted model, the sustained and occurring hydraulic radius of Jinchuan Mine No. 3 above 1554 m was calculated by Laubscher’s caving chart. The result showed that the mean RMR value of the evaluation region was 39.8, the cavability ranks were good to very good; and the estimated mean sustained hydraulic radius of Jinchuan Mine No. 3 is 20.4m.

Key words: Jinchuan Mine No.3, rockmass quality evaluation, regionalization variable, cavability, cavability hydraulic radius

[1] LEI Guang-wei, YANG Chun-he, WANG Gui-bin, WEI Xiang, CHEN Shi-wan, HUO Liang,. Rock quality evaluation and application based on comprehensive index of rockmass structures [J]. , 2017, 38(8): 2343-2350.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] WANG Gang, LI Shu-cai, WANG Ming-bin. Study of stability of anchoring jointed rockmass under seepage pressure[J]. , 2009, 30(9): 2843 -2849 .
[2] LIU Yu-cheng,CAO Shu-gang,LIU Yan-bao. Discussion on some time functions for describing dynamic course of surface subsidence due to mining[J]. , 2010, 31(3): 925 -931 .
[3] LIU En-long. Breakage mechanics for geomaterials: Breakage mechanism of structural blocks and binary-medium model[J]. , 2010, 31(S1): 13 -22 .
[4] JIE Yu-xin, YANG Guang-hua. Modification of elastoplastic models based on generalized potential theory[J]. , 2010, 31(S2): 38 -42 .
[5] YANG Jian-min, ZHENG Gang. Classification of seepage failures and opinion to formula for check bursting instability in dewatering[J]. , 2009, 30(1): 261 -264 .
[6] ZHOU Hua,WANG Guo-jin1,,FU Shao-jun,ZOU Li-chun,CHEN Sheng-hong. Finite element analysis of foundation unloading and relaxation effects of Xiaowan Arch Dam[J]. , 2009, 30(4): 1175 -1180 .
[7] YE Fei, ZHU He-hua, HE Chuan. Back-filled grouts diffusion model and its pressure to segments of shield tunnel[J]. , 2009, 30(5): 1307 -1312 .
[8] LUO Qiang , WANG Zhong-tao , LUAN Mao-tian , YANG Yun-ming , CHEN Pei-zhen. Factors analysis of non-coaxial constitutive model’s application to numerical analysis of foundation bearing capacity[J]. , 2011, 32(S1): 732 -0737 .
[9] WANG Yun-Gang ,ZHANG Guang ,HU Qi. Study of force characteristics of battered pile foundation[J]. , 2011, 32(7): 2184 -2190 .
[10] GONG Wei-ming, HUANG Ting, DAI Guo-liang. Experimental study of key parameters of high piled foundation for offshore wind turbine[J]. , 2011, 32(S2): 115 -121 .