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| ANALYSIS ON SAFETY FACTOR OF ANCHORED ROCK MASSES |
| Peng Wenxuan 1，Liu Dongyan 1，Yang Jianguo 2 |
| (1 Department of Civil Engineering，Chongqing University，Chongqing 400045 China) (2 Chongqing Highway Research Institute of the Ministry of Communications，Chongqing 400017 China) |
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Abstract Constitutive model is established to take the slide surface，tear or yield of the layer into account comprehensively. With this model，the safety factor of anchored rock masses is determined against integrate slide and compared with that obtained by limit equilibrium theory.
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Received: 14 November 2001
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1 周维垣. 高等岩石力学[M]. 北京：水利电力出版社，1990
2 古德曼R E. 不连续岩体中的工程地质方法[M]. 北方交通大学译. 北京：中国铁道出版社，1980
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LI Xuancong1, 2, WENG Xiaolin1, 2*, ZHAO Jianchong3, YUAN Weijun4, YU Bangyou1, 2, LI Nannan1, 2. Fractional non-orthogonal elastoplastic constitutive model for structured clay with interparticle bonding[J]. , 2026, 45(5): 1584-1598. |
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2002, Vol. 21 
