메뉴 건너뛰기




Volumn 47, Issue 2, 2010, Pages 299-306

Experimental study on a geo-mechanical model of a high arch dam

Author keywords

Comprehensive method; Geo mechanical model; High arch dam; Stability safety factor; Temperature analogous material

Indexed keywords

ABUTMENTS (BRIDGE); ARCH DAMS; ARCHES; DEFORMATION; FOUNDATIONS; SAFETY FACTOR; STRENGTH OF MATERIALS; TESTING;

EID: 76349087361     PISSN: 13651609     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.ijrmms.2009.12.005     Document Type: Article
Times cited : (63)

References (15)
  • 1
    • 36049006206 scopus 로고    scopus 로고
    • Research advance in safety analysis methods for high concrete dam
    • Ren Q.W., Xu L.Y., and Wan Y.H. Research advance in safety analysis methods for high concrete dam. Sci China Ser E Technol Sci 50 Suppl I (2007) 62-78
    • (2007) Sci China Ser E Technol Sci , vol.50 , Issue.SUPPL. I , pp. 62-78
    • Ren, Q.W.1    Xu, L.Y.2    Wan, Y.H.3
  • 2
    • 14844352415 scopus 로고    scopus 로고
    • Experimental and numerical seismic investigations of the Three Gorges dam
    • Li S.Q., Li Z.N., Li G.Q., Mengd J.F., and Tang J. Experimental and numerical seismic investigations of the Three Gorges dam. Eng Struct 27 (2005) 501-513
    • (2005) Eng Struct , vol.27 , pp. 501-513
    • Li, S.Q.1    Li, Z.N.2    Li, G.Q.3    Mengd, J.F.4    Tang, J.5
  • 3
    • 35948967217 scopus 로고    scopus 로고
    • Numerical analysis and experiment study of stability for dam section no. 3 of the Three Gorges Project
    • Ren Q.W., Yu T.T., and Ma L.Y. Numerical analysis and experiment study of stability for dam section no. 3 of the Three Gorges Project. Eng Sci 1 3 (1999) 41-45
    • (1999) Eng Sci , vol.1 , Issue.3 , pp. 41-45
    • Ren, Q.W.1    Yu, T.T.2    Ma, L.Y.3
  • 5
    • 33745013058 scopus 로고    scopus 로고
    • Numerical simulation of collapse scenarios in reduced scale tests of arch dams
    • Oliveira S., and Faria R. Numerical simulation of collapse scenarios in reduced scale tests of arch dams. Eng Struct 28 (2006) 1430-1439
    • (2006) Eng Struct , vol.28 , pp. 1430-1439
    • Oliveira, S.1    Faria, R.2
  • 6
    • 0035474795 scopus 로고    scopus 로고
    • Development of geomechanic model experiment techniques
    • [in Chinese]
    • Shen T. Development of geomechanic model experiment techniques. J Yangtze River Sci Res Inst 18 5 (2001) 32-35 [in Chinese]
    • (2001) J Yangtze River Sci Res Inst , vol.18 , Issue.5 , pp. 32-35
    • Shen, T.1
  • 7
    • 15744374010 scopus 로고    scopus 로고
    • Research on geomechanical model of rupture tests of arch dams for their stability
    • [in Chinese]
    • Zhou W.Y., Yang R.Q., Liu Y.R., et al. Research on geomechanical model of rupture tests of arch dams for their stability. J Hydroelectric Eng 24 1 (2005) 53-58 [in Chinese]
    • (2005) J Hydroelectric Eng , vol.24 , Issue.1 , pp. 53-58
    • Zhou, W.Y.1    Yang, R.Q.2    Liu, Y.R.3
  • 8
    • 0036585169 scopus 로고    scopus 로고
    • 3D geomechanical model test for large-scale underground hydropower station
    • [in Chinese]
    • Li Z.K., Xu Q.J., Luo G.F., et al. 3D geomechanical model test for large-scale underground hydropower station. J Hydraul Eng 5 (2002) 31-36 [in Chinese]
    • (2002) J Hydraul Eng , Issue.5 , pp. 31-36
    • Li, Z.K.1    Xu, Q.J.2    Luo, G.F.3
  • 10
    • 0042842304 scopus 로고    scopus 로고
    • Stability assessment of the Three-Gorges Dam foundation, China, using physical and numerical modeling-Part I: physical model tests
    • Liu J., Feng X.T., et al. Stability assessment of the Three-Gorges Dam foundation, China, using physical and numerical modeling-Part I: physical model tests. Int J Rock Mech Min Sci 40 (2003) 609-631
    • (2003) Int J Rock Mech Min Sci , vol.40 , pp. 609-631
    • Liu, J.1    Feng, X.T.2
  • 11
    • 27744575023 scopus 로고    scopus 로고
    • The stability study of dam abutment of Xiluodu arch dam by three-dimensional geomechanical model test
    • Beijing: Science Press;, in Chinese
    • Zhang L, Chen JK, Zhang LY, et al. The stability study of dam abutment of Xiluodu arch dam by three-dimensional geomechanical model test. In: Proceedings of the eighth Chinese rock mechanical engineering conference. Beijing: Science Press; 2004. p. 946-50 [in Chinese].
    • (2004) Proceedings of the eighth Chinese rock mechanical engineering conference , pp. 946-950
    • Zhang, L.1    Chen, J.K.2    Zhang, L.Y.3
  • 12
    • 27744444610 scopus 로고    scopus 로고
    • Application of synthetical measure and overloading in the analysis of the experiment of abutment stability of Shapai RCC arch dam
    • [in Chinese]
    • Li C.G., Lu J.C., Zhang L., et al. Application of synthetical measure and overloading in the analysis of the experiment of abutment stability of Shapai RCC arch dam. J Sichuan Union Univ (Eng Sci) 1 3 (1997) 64-70 [in Chinese]
    • (1997) J Sichuan Union Univ (Eng Sci) , vol.1 , Issue.3 , pp. 64-70
    • Li, C.G.1    Lu, J.C.2    Zhang, L.3
  • 13
    • 27744525224 scopus 로고    scopus 로고
    • Test of three-dimensional geomechanical model for Shapai arch dam abutment stability study
    • [in Chinese]
    • Zhang L.Y., Zhang L., Li C.G., et al. Test of three-dimensional geomechanical model for Shapai arch dam abutment stability study. Design of Hydroelectric Power Station 19 4 (2003) 20-23 [in Chinese]
    • (2003) Design of Hydroelectric Power Station , vol.19 , Issue.4 , pp. 20-23
    • Zhang, L.Y.1    Zhang, L.2    Li, C.G.3
  • 14
    • 12444285760 scopus 로고    scopus 로고
    • The geomechanical model test on stability of arch dam abutment under complex geological conditions
    • [in Chinese]
    • Zhang L., Liu X.Q., Chen J.Y., et al. The geomechanical model test on stability of arch dam abutment under complex geological conditions. J Sichuan Univ (Eng Sci) 36 6 (2004) 1-5 [in Chinese]
    • (2004) J Sichuan Univ (Eng Sci) , vol.36 , Issue.6 , pp. 1-5
    • Zhang, L.1    Liu, X.Q.2    Chen, J.Y.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.