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مصطلحات موضوعية: mineral directional arrangement, biotite quartz schist, progressive failure, characteristic value of strength, anisotropy, Engineering geology. Rock mechanics. Soil mechanics. Underground construction, TA703-712

وصف الملف: electronic resource

Relation: http://rocksoilmech.whrsm.ac.cn/EN/10.16285/j.rsm.2021.6833; https://doaj.org/toc/1000-7598

URL الوصول: https://doaj.org/article/2e269e27537940f984e5ab7dad8c9409

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المصدر: In Chinese Journal of Analytical Chemistry January 2020 48(1):1-12

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المصدر: 2008 International Conference on Information Management, Innovation Management and Industrial Engineering Information Management, Innovation Management and Industrial Engineering, 2008. ICIII '08. International Conference on. 3:150-155 Dec, 2008

Relation: 2008 International Conference on Information Management, Innovation Management and Industrial Engineering (ICIII)

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المصدر: 2006 IEEE International Conference on Systems, Man and Cybernetics Systems, Man and Cybernetics, 2006. SMC '06. IEEE International Conference on. 5:3816-3821 Oct, 2006

Relation: 2006 IEEE International Conference on Systems, Man and Cybernetics

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المؤلفون: Chiang, Ding-An, Wang, Yi-Fan, Wang, Yi-Hsin, Chen, Zhi-Yang, Hsu, Mei-Hua

المصدر: In Applied Soft Computing Journal 2011 11(2):2129-2133

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المؤلفون: Shen, Jian-guo, Zhang, San-yuan, Chen, Zhi-yang, Zhang, Yin, Ye, Xiu-zi

المصدر: Journal of Zhejiang University-SCIENCE A: Applied Physics & Engineering. April 2009 10(4):546-553