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Volumn 25, Issue SUPPL. 1, 2006, Pages 2785-2789

Stability evaluation method of rock mass slope based on adaptive neural network based fuzzy interference system

Author keywords

Adaptive neural network based fuzzy interference system; Rock slope; Slope engineering; Stability evaluation

Indexed keywords

ADAPTIVE CONTROL SYSTEMS; EVALUATION; FORECASTING; FUZZY SETS; MATHEMATICAL MODELS; NEURAL NETWORKS; ROCKS; STRUCTURES (BUILT OBJECTS);

EID: 33747055038     PISSN: 10006915     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (3)

References (10)
  • 1
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    • Research on the fuzzy reliability of slope engineering
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    • (1994) Journal of Southern Institute of Metallurgy , vol.15 , Issue.1 , pp. 1-9
    • He, S.1    Li, Z.2
  • 2
    • 84974654752 scopus 로고    scopus 로고
    • Fuzzy evaluation of the stability quality of the slope rock mass
    • Chinese source
    • Wang Yimin. Fuzzy evaluation of the stability quality of the slope rock mass[J]. Journal of South China University of Technology (Natural Science), 1997, 15(4): 110-115. (in Chinese)
    • (1997) Journal of South China University of Technology (Natural Science) , vol.15 , Issue.4 , pp. 110-115
    • Wang, Y.1
  • 3
    • 0007728393 scopus 로고    scopus 로고
    • Application of fuzzy analysis to slope stability evaluation
    • Chinese source
    • Li Zhangming. Application of fuzzy analysis to slope stability evaluation[J]. Chinese Journal of Rock Mechanics and Engineering, 1999, 16(5): 90-95. (in Chinese)
    • (1999) Chinese Journal of Rock Mechanics and Engineering , vol.16 , Issue.5 , pp. 90-95
    • Li, Z.1
  • 4
    • 15344351283 scopus 로고    scopus 로고
    • Reliability of slope stability analysis evaluated using fuzzy set approach
    • Ferdowsi University
    • Habibagahi G, Meidari M. Reliability of slope stability analysis evaluated using fuzzy set approach[A]. In: Proc. of the 5th Int. Conf. on Civil Eng.[C]. [s. l.]: Ferdowsi University, 2000. 29-36.
    • (2000) Proc. of the 5th Int. Conf. on Civil Eng. , pp. 29-36
    • Habibagahi, G.1    Meidari, M.2
  • 5
    • 4644243841 scopus 로고    scopus 로고
    • Sensibiliy analysis of slope stability based on artificial neural network
    • Chinese source
    • Xia Yuanyou, Xiong Haifeng. Sensibiliy analysis of slope stability based on artificial neural network[J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(16): 2703-2707. (in Chinese)
    • (2004) Chinese Journal of Rock Mechanics and Engineering , vol.23 , Issue.16 , pp. 2703-2707
    • Xia, Y.1    Xiong, H.2
  • 6
    • 3042836607 scopus 로고    scopus 로고
    • Evaluation method research on slope stability and its developing trend
    • Chinese source
    • Xia Yuanyou, Li Meibian. Evaluation method research on slope stability and its developing trend[J]. Chinese Journal of Rock Mechanics and Engineering, 2002, 21(7): 1087-1091. (in Chinese)
    • (2002) Chinese Journal of Rock Mechanics and Engineering , vol.21 , Issue.7 , pp. 1087-1091
    • Xia, Y.1    Li, M.2
  • 7
    • 0007780583 scopus 로고
    • NN evaluation of slope stability
    • Chinese source
    • Feng Xiating, Wang Yongjia, Lu Shizong. NN evaluation of slope stability[J]. Journal of Engineering Geology, 1995, 3(4): 54-61. (in Chinese)
    • (1995) Journal of Engineering Geology , vol.3 , Issue.4 , pp. 54-61
    • Feng, X.1    Wang, Y.2    Lu, S.3
  • 8
    • 33747051019 scopus 로고    scopus 로고
    • Stability evaluation of depth cutting slope in rock mass based on artificial neural network
    • Chinese source
    • Bao Huiming, Hu Changshun. Stability evaluation of depth cutting slope in rock mass based on artificial neural network[J]. Journal of Traffic and Transportation Engineering, 2002, 2(3): 53-56. (in Chinese)
    • (2002) Journal of Traffic and Transportation Engineering , vol.2 , Issue.3 , pp. 53-56
    • Bao, H.1    Hu, C.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.