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Volumn 29, Issue 4, 2002, Pages 301-325

Modelling of slope failure by a material instability mechanism

Author keywords

Bifurcation; Elasto plasticity; Instability; Landslides; Slope stability

Indexed keywords

COMPUTER SIMULATION; CONTINUUM MECHANICS; FAILURE ANALYSIS; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; PLASTICITY; SAND; SLOPE STABILITY; STRAIN; STRESS ANALYSIS;

EID: 0036197676     PISSN: 0266352X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0266-352X(01)00030-1     Document Type: Article
Times cited : (115)

References (41)
  • 33
    • 0000029293 scopus 로고
    • Controllability of the incremental response of soil specimens subjected to arbitrary loading programmes
    • (1994) J Mech behav Mater , vol.5 , Issue.2 , pp. 193-201
    • Nova, R.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.