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Volumn 27, Issue 6, 2003, Pages 495-511

The key-group method

Author keywords

Joint pyramids; Key block method; Key group method; Slope stability; Vectorial technique

Indexed keywords

ITERATIVE METHODS; STABILITY;

EID: 0041919032     PISSN: 03639061     EISSN: None     Source Type: Journal    
DOI: 10.1002/nag.283     Document Type: Article
Times cited : (50)

References (14)
  • 4
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    • A computer model for simulating progressive large-scale movements in blocky rock systems, fissuration des Roches
    • Nancy, France
    • Cundall PA. A computer model for simulating progressive large-scale movements in blocky rock systems, fissuration des Roches, Symposium de la Société Internationale de Mécanique des Roches, Nancy, France, 2(22): 1971.
    • (1971) Symposium de la Société Internationale de Mécanique des Roches , vol.2 , Issue.22
    • Cundall, P.A.1
  • 11
    • 0004149831 scopus 로고    scopus 로고
    • (4th edn.). Wolfram Media-Cambridge University Press: Cambridge, MA
    • Wolfram S. The Mathematica Book (4th edn.). Wolfram Media-Cambridge University Press: Cambridge, MA, 1999.
    • (1999) The Mathematica Book
    • Wolfram, S.1
  • 12
    • 0041898833 scopus 로고
    • Itasca Consulting Group, Inc., UDEC (Universal distinct element code), Version 2.0, U.S.A
    • Itasca Consulting Group, Inc., UDEC (Universal distinct element code), Version 2.0, U.S.A., 1993.
    • (1993)
  • 13
    • 0042400150 scopus 로고    scopus 로고
    • Analyzing two-dimensional slope stability and foundation problems considering soil-structure interaction effect
    • Anaheim
    • Stanley Z. Analyzing two-dimensional slope stability and foundation problems considering soil-structure interaction effect. ASCE Congress for Computing in Civil Engineering, Anaheim, 1996.
    • (1996) ASCE Congress for Computing in Civil Engineering
    • Stanley, Z.1
  • 14
    • 0041397822 scopus 로고
    • Weighted finite element method (WFEM) to analyze earth dam subject to earthquake loading: Failure surface and global factor of safety
    • Zhanyu. Weighted finite element method (WFEM) to analyze earth dam subject to earthquake loading: failure surface and global factor of safety. 5th National Conference of Earthquake Engineering, 1994.
    • (1994) 5th National Conference of Earthquake Engineering
    • Zhanyu1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.