DOI QR코드

DOI QR Code

Deformation and failure mechanism exploration of surrounding rock in huge underground cavern

  • Tian, Zhenhua (China Institute of Water Resources and Hydropower Research) ;
  • Liu, Jian (Yalong River Hydropower Development Co., Ltd.) ;
  • Wang, Xiaogang (China Institute of Water Resources and Hydropower Research) ;
  • Liu, Lipeng (China Institute of Water Resources and Hydropower Research) ;
  • Lv, Xiaobo (Luoyun Water Project Management Division of Jiangsu province) ;
  • Zhang, Xiaotong (Luoyun Water Project Management Division of Jiangsu province)
  • Received : 2019.03.14
  • Accepted : 2019.07.17
  • Published : 2019.10.25

Abstract

In a super-large underground with "large span and high side wall", it is buried in mountains with uneven lithology, complicated geostress field and developed geological structure. These surrounding rocks are more susceptible to stability issues during the construction period. This paper takes the left bank of Baihetan hydropower station (span is 34m) as a case study example, wherein the deformation mechanism of surrounding rock appears prominent. Through analysis of geological, geophysical, construction and monitoring data, the deformation characteristics and factors are concluded. The failure mechanism, spatial distribution characteristics, and evolution mechanism are also discussed, where rock mechanics theory, $FLAC^{3D}$ numerical simulation, rock creep theory, and the theory of center point are combined. In general, huge underground cavern stability issues has arisen with respect to huge-scale and adverse geological conditions since settling these issues will have milestone significance based on the evolutionary pattern of the surrounding rock and the correlation analyses, the rational structure of the factors, and the method of nonlinear regression modeling with regard to the construction and development of hydropower engineering projects among the worldwide.

Keywords

Acknowledgement

Supported by : National Natural Science Foundation of China

References

  1. Arefian, A., Noorzad, A., Ghaemian, M. and Hosseini, A. (2016), "Seismic evaluation of cemented material dams -A case study of Tobetsu dam in Japan", Earthq. Struct., 10(3), 717-733. http://dx.doi.org/10.12989/eas.2016.10.3.717.
  2. Chen, B., Hu, T., Huang, Z. and Fang, C. (2018), "A Spatiotemporal Clustering and Diagnosis Method of Deformation Monitoring Data in Concrete Arch Dam", Struct. Health. Monit., 18(5-6), 1355-1371. https://doi.org/10.1177/1475921718797949.
  3. Chen, Z., Zhao, H. and Lou, M. (2016a), "Seismic performance and optimal design of framed underground structures with leadrubber bearings", Struct. Eng. Mech., 58(2), 259-276. http://dx.doi.org/10.12989/sem.2016.58.2.259.
  4. Chen, S.S., Fu, Z.Z., Wei, K.M. and Han, H.Q. (2016b), "Seismic responses of high concrete face rockfill dams: A case study", Water Sci. Eng., 9(3), 195-204. http://doi.org/10.1016/j.wse.2016.09.002.
  5. Ju, N. (2005), "Stability evaluation of surrounding rock mass of underground caverns with large span and high side wall and systematic engineering geology research of supporting scheme", Ph.D. Dissertation, Chengdu university of technology, Chengdu.
  6. Liu, G., Feng, T., Jiang, Q., Duan, S., Yao, Z., Pei, S., Duan, X. and Zhou, M. (2016), "Study on characteristics, rules and mechanism of surrounding rock sheet failure in excavation of a large underground workshop in Baihetan", Chin. J. Rock Mech. and Eng., 35(5), 865-878. http://dx.doi.org/10.13722/j.cnki.jrme.2015.0933.
  7. Li, L., He, J., Yu, T. and Fan, J. (2003), "Optimization design of vertical axis of underground workshop", J. Sichuan Univ., 35(3), 34-37. http://dx.doi.org/10.3969/j.issn.1009-3087.2003.03.008.
  8. Li, Y., Li, X. and Zhang, C. (2006), "The prediction method of surrounding rock displacement based on BP network", Chin. J. Rock Mech. Eng., 25(z1), 2969-2973. http://dx.doi.org/10.3321/j.issn:1000-6915.2006.z1.056.
  9. Li, Z., Zhou, Z., Tang, X., Liao. C., Hou, D., Xing, X., Zhang, Z., Liu, Z. and Chen, Q. (2009), "Stability analysis and consideration of underground powerhouse grotto group of Jinping hydropower station", Chin. J. Rock Mech. Eng., 28(11), 2167-2175. http://dx.doi.org/10.3321/j.issn:1000-6915.2009.11.002.
  10. Meng, G., Fan, Y., Jiang, Y., He, W., Pan, Y. and Li, Y. (2016), "Study on key rock mechanics problems and engineering countermeasures of giant underground caverns in Baihetan hydropower station", Chin. J. Rock Mech. Eng., 35(12), 2549-2560. http://dx.doi.org/10.3973/j.issn. 2096-4498.2018. 03.005.
  11. Qi, L. and Ma, Q. (2000), "Based on the analysis of geostress field, the selection of long axis of underground cavern and the stability of surrounding rock are discussed", Chin. J. Rock Mech. Eng., 19(z1), 1120-1123. http://dx.doi.org/10.3321/j.issn:1000-6915.2000.z1.065.
  12. Sun, J. (1999), Rheology and Engineering Application of Geotechnical Materials, China Building Industry Press, Beijing, China.
  13. Wang, S., Sheng, Q., Zhu, Z. and Xiao, P. (2012), "Study on the mechanism of adverse geological structure collapse of underground caverns under earthquake load", Rock Soil Mech., 33(10), 2897-2902. http://dx.doi.org/10.3321/j.issn:1000-6915.2000.z1.065.
  14. Wei, B., Yuan, D., Li, H. and Xu, Z. (2019), "Combination forecast model for concrete dam displacement considering residual correction", Struct. Health. Monit., 18(1), 232-244. http://dx.doi.org/10.1177/1475921717748608.
  15. Wu, B., Wu, Z., Chen, B., Su, H., Bao, T. and Wang, S. (2016), "Crack status analysis for concrete dam based on measured entropy", Sci. China Technol. Sc., 59(5), 777-782. http://dx.doi.org/10.1007/s11431-016-6018-1.
  16. Wu, Z. (2003), The Theory and Application of Safety Monitoring in Hydraulic Structures, Higher Education Press, Beijing, China.
  17. Yan, P., Lu, W. and Zhou, C. (2008), "Vibration induced by dynamic unloading of ground stress during blasting excavation in non-uniform stress field", Chin. J. Rock Mech. and Eng., 27(4), 773-781. http://dx.doi.org/10.3321/j.issn:1000-6915.2008.04.017.
  18. Yang, M., Su, H. and Wen, Z. (2017), "An approach of evaluation and mechanism study on the high and steep rock slope in water conservancy project", Comput. Concrete, 19(5), 527-535. http://dx.doi.org/10.12989/cac.2017.19.5.527.
  19. Yang, M., Su, H. and Yan, X. (2015a), "Computation and Analysis of High Rocky Slope Safety in a Water Conservancy Project", Discrete Dyn. Nat. Soc., 2015. http://dx.doi.org/10.1155/2015/197579.
  20. Yang, M. and Liu, S. (2015b), "Field tests and finite element modeling of a Prestressed Concrete Pipe pile-composite foundation", KSCE J. Civil Eng., 19(7), 2067-2074. http://dx.doi.org/10.1007/s12205-015-0549-z.
  21. Yang, J., Sheng, Q. and Zhu, Z. and Leng, X. (2012), "Loading/unloading response ratio study of seismic response on underground rock cavern group", Rock Soil Mech., 33(7), 2127-2132. http://dx.doi.org/10.16285/j.rsm.2012.07.014.
  22. Yu, S., Zhu, W., Yang, W., Zhang, D.F. and Ma, Q.S. (2015), "Rock bridge fracture model and stability analysis of surrounding rock in underground cavern group", Struct. Eng. Mech., 53(3), 481-495. http://dx.doi.org/10.12989/sem.2015.53.3.481.
  23. Zhang, Y., Xiao, P., Ding, X., Ou, W., Lu, B., Liao, C. and Dong, Z. (2012), "Study of deformation and failure characteristics for surrounding rocks of underground powerhouse caverns under high geostress condition and countermeasures", Chin. J Rock Mech. Eng., 31(2), 228-244. http://dx.doi.org/10.3969/j.issn.1000-6915.2012.02.002.
  24. Zhu, W., Sui B., Li, X. J., Li, S. C. and Wang, W.T. (2008), "A methodology for studying the high wall displacement of large scale underground cavern complexes and it's applications", Tunnel. Underground Space Technol., 23(6), 651-664. http://dx.doi.org/10.1016/j.tust.2007.12.009.
  25. Zhu, H., Yin, J., Dong, J. and Zhang, L. (2010), "Physical modelling of sliding failure of concrete gravity dam under overloading condition", Geomech. Eng., 2(2), 89-106. http://dx.doi.org/10.12989/gae.2010.2.2.089.
  26. Zhang, Y., Xu, W., Shao, J., Zhao, H. and Wang, W. (2017a), "Experimental investigation of creep behavior of clastic rock in Xiangjiaba Hydropower Project", Water Sci. Eng., 8(1), 55-62. http://dx.doi.org/10.1016/j.wse.2015.01.005.
  27. Zhang, N. and Evans, T.M. (2018), "Three dimensional discrete element method simulations of interface shear", Soils Found., 58(4), 941-956. http://dx.doi.org/10.1061/9780784480137.048.
  28. Zhang, N. and Su, H.Z. (2017b), "Application assessments of concrete piezoelectric smart module in civil engineering", Smart. Struct. Syst., 19(5), 499-512. http://dx.doi.org/10.12989/sss.2017.19.5.499.