Citation: | HUANG Da, HUANG Run-qiu, ZHANG Yong-xing, 2009. Equivalent Deformation Modulus and Strength Parameters of Surrounding Rock for the Underground Powerhouse of Three Gorges Project Based on the Modified GSI System. Earth Science, 34(6): 1030-1036. |
Hoek, E., 1994. Strength of rock and rock masses. ISRM News Journal, 2 (2): 4-16.
|
Hoek, E., Brown, E. T., 1997. Practical estimates of rock mass strength. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 34 (8): 1165-1186.
|
Hoek, E., Carranza-Torres, C., Corkum, B., 2002. Hoek-Brown failure criterion—2002 edition. In: Hammah, R., Bawden, W., Curran, J., et al., eds., Proceedings of NARMS-TAC 2002, Mining innovation and technology. University of Toronto, Toronto, 267-273.
|
Hoek, E., Marinos, P., Benissi, M., 1998. Applicability of the geological strength index (GSI) classification for very weak and sheared rock masses: The case of the Athens schist formation. Bull. Eng. Geol. Environ., 57 (2): 151-160. doi: 10.1007/s100640050031
|
Huang, R. Q., Huang, D., 2008. Experimental research on mechanical properties of granites under unloading condition. Chinese Journal of Rock Mechanics and Engineering, 27 (11): 2205-2213 (in Chinese with Englishabstract).
|
Li, J. L., Wang, L. H., 2003. Study on size effect of unloaded rock mass. Chinese Journal of Rock Mechanics and Engineering, 22 (12): 2032-2036 (in Chinese with Eng-lish abstract).
|
Li, N., Duan, X. Q., Chen, F. F., et al., 2006. A back analysis method for elastoplastic displacement of broken rock zone around tunnel. Chinese Journal of Rock Mechanics and Engineering, 25 (7): 1304-1308 (in Chinese withEnglish abstract).
|
Palmström, A., 1996. Characterizing rock masses by the RMI for use in practical rock engineering—Part 1: The development of the rock mass index (RMI). Tunnelling and Underground Space Technology, 11 (2): 175-188. doi: 10.1016/0886-7798(96)00015-6
|
Sonmez, H., Gokceoglu, C., Ulusay, R., 2004. Indirect determination of the modulus of deformation of rock masses based on the GSI system. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 41: 849-857.
|
Sonmez, H., Ulusay, R., 1999. Modifications to the geological strength index (GSI) and their applicability to stability of slopes. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 36: 743-760.
|
Wu, Z. Z., Wang, Q., 2006. Back analysis of viscoelastic rock mass parameters based on improved genetic algorithm. Coal Geology & Exploration, 34 (3): 44-46 (in Chi-nese with English abstract).
|
Zhang, L. W., Ding, W. T., Li, S. C., 2005. A displacement-based inverse analysis of rock mass parameters for rock stability evaluation. China Civil Engineering Journal, 38 (5): 82-86 (in Chinese with English abstract).
|
黄润秋, 黄达, 2008. 卸荷条件下花岗岩力学特性试验研究. 岩石力学与工程学报, 27 (11): 2205-2213. doi: 10.3321/j.issn:1000-6915.2008.11.005
|
李建林, 王乐华, 2003. 卸荷岩体的尺寸效应研究. 岩石力学与工程学报, 22 (12): 2032-2036. doi: 10.3321/j.issn:1000-6915.2003.12.015
|
李宁, 段小强, 陈方方, 等, 2006. 围岩松动圈的弹塑性位移反分析方法探索. 岩石力学与工程学报, 25 (7): 1304-1308. doi: 10.3321/j.issn:1000-6915.2006.07.002
|
伍振志, 王泉, 2006. 基于改进遗传算法的粘弹性岩体力学参数反演. 煤田地质与勘探, 34 (3): 44-46. doi: 10.3969/j.issn.1001-1986.2006.03.012
|
张乐文, 丁万涛, 李术才, 2005. 岩体参数反演计算的稳定性研究. 土木工程学报, 38 (5): 82-86. doi: 10.3321/j.issn:1000-131X.2005.05.015
|