Fuzzy measures analysis for displacements and deformations of jointed rock slope under influence of ground water

Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering

Volumn 24, Issue 2, 2005, Pages 302-306

  Li, Wen Xiu ^a   Liang, Xu Li ^a   Zhao, Sheng Tao ^a  

^a HEBEI UNIVERSITY   (China)

Author keywords

Fuzzy measures; Groundwater; Rock mass displacements and deformations; Rock slope; Slope engineering

Indexed keywords

DEFORMATION; FAILURE (MECHANICAL); FUZZY SETS; GROUNDWATER; PROBABILITY; STATISTICAL METHODS; TWO DIMENSIONAL;

APPROXIMATE METHODS; FUZZY MEASURES; FUZZY PROBABILITY; ROCK MASS DISPLACEMENTS AND DEFORMATIONS; ROCK SLOPE; SLOPE ENGINEERING; STATISTICAL ANALYSIS; SURFACE EXCAVATION;

SLOPE STABILITY;

EID: 15944428641     PISSN: 10006915     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (17)

1. Wang Kejun, Lee C F. Brief mechanics analysis on bioengineering techniques for slope protection[J]. Chinese Journal of Rock Mechanics and Engineering, 1998. 17(6): 687-691. (in Chinese)
2. Zhu Weishen, Cheng Feng. Constitutive model of energy dissipption and its application to stability analyse of ship-lock slope in three gorges project[J]. Journal of Rock Mechanics and Engineering, 2000, 19(3): 261-264.(in Chinese)
3. Yan Ronggui, Li Wenxiu. Probability integral for analyzing stability of stochastic fissured slopes in open-pit coal mines[J]. Journal of China Coal Society, 1983, 12(3): 65-76.(in Chinese)
4. Mazzoccola D F, Hudson J A. A comprehensive method of rock mass characterization for indicating natural slope instability[J]. Quarterly Journal of Engineering Geology, 1996, 29(1): 37-56.
5. Chowdhury R N. Simulation of risk of progressive slope failure[J]. Can. Geotech. J., 1992, 29(1): 94-102.
6. Pankaj Gupa, Anbalagan R. Slope stability of Teri reservoir area, India, using landslide hazard zonation mapping[J]. Quarterly Journal of Engineering Geology, 1997, 30(1): 27-36.
7. Li Wenxiu. Applications of Fuzzy Mathematics in Mining and Geotechnical Engineering[M]. Beijing: China Metallurgical Industry Press, 1998. (in Chinese)
8. Zhang Xiaohui, Wang Hui, Dai Fuchu, et al. Comprehensive evaluation of slope stability using interaction matrix and fuzzy sets[J]. Journal of Rock Mechanics and Engineering, 2000, 19(3): 346-351. (in Chinese)
9. Lu Caijin, Hu Houtian, Xu Jianping. Application of improved back-propagation network in the evaluation of rail way rock slope[J]. Journal of Rock Mechanics and Engineering, 1999, 18(3): 303-307.(in Chinese)
10. Ghassem Habibagahi. Post-construction settlement of rockfill dams analyzed via adaptive network-based fuzzy inference systems[J]. Computers and Geotechnics, 2002, 29(3): 211-233.
11. Li Zhangming. Application of fuzzy analysis in slope stability evaluation[J]. Journal of Rock Mechanics and Engineering, 1997, 16(5): 490-495.(in Chinese)
12. Xie Quanmin, Xia Yuanyou. Extension classification prediction method for the stability of rock-mass slopes[J]. Journal of Rock Mechanics and Engineering, 2003, 22(3): 438-441.(in Chinese)
13. He Manchao, Wu Xiong, Lu Cu, et al. Research on experimental method for identification of rock body within sliding masses of landslide[J]. Journal of Rock Mechanics and Engineering, 2003, 22(4): 630-632.(in Chinese)
14. Li W. Fuzzy mathematics method for theoretical analysis of ground movements due to underground excavation [J]. Mining Science and Technology. 1991, 13: 45-56.
15. Feng Xiating, Zhang Zhiqiang, Yang Chengxiang, et al. Study on genetic-neural network method of displacement back analysis[J]. Journal of Rock Mechanics and Engineering, 1999, 18(5): 529-533.(in Chinese)
16. Feng Xiating, Zhang Zhiqiang, Sheng Qian, et al. Intelligent analysis of deformation behaviors of permanent shiplock of the Three Gorges Project[J]. Journal of Rock Mechanics and Engineering, 2001, 20(5): 633-637.(in Chinese)
17. Qi Guoqing, Huang Runqiu, Su Baoyu, et al. Numeric simulation on rainfall infiltration on rock slope[J]. Journal of Rock Mechanics and Engineering, 2003, 22(4): 625-629.(in Chinese)