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Volumn 23, Issue 8, 2003, Pages 705-714

Numerical analysis on dynamic deformation mechanism of soils under blast loading

Author keywords

Blast; Deformation mechanism; Numerical analysis; Soil dynamics; Soil model; Soil phases; Soil skeleton

Indexed keywords

DEFORMATION; DYNAMIC LOADS; EXPLOSIONS; NUMERICAL ANALYSIS; SOILS;

EID: 0242318249     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0267-7261(03)00076-9     Document Type: Article
Times cited : (87)

References (14)
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    • R-D project report, Protective Technology Research Centre, Nanyang Technological University, Singapore
    • Wang ZQ, Lu Y, Hao H. A three-phase soil model under shock loading. R-D project report, Protective Technology Research Centre, Nanyang Technological University, Singapore; 2002.
    • (2002) A Three-phase Soil Model Under Shock Loading
    • Wang, Z.Q.1    Lu, Y.2    Hao, H.3
  • 7
    • 0003738128 scopus 로고
    • Princeton, NJ: Princeton University Press
    • Cole R.H. Underwater Explosions 1948 Princeton University Press Princeton, NJ
    • (1948) Underwater Explosions
    • Cole, R.H.1
  • 10
    • 0000428440 scopus 로고
    • Soil mechanics and plastic analysis or limit design
    • Drucker D.C. Prager W. Soil mechanics and plastic analysis or limit design Q Appl Math 10 1952 157-165
    • (1952) Q Appl Math , vol.10 , pp. 157-165
    • Drucker, D.C.1    Prager, W.2
  • 11
    • 0024879877 scopus 로고
    • Effect of strain rate on undrained strength derived from pressuremeter tests
    • Prapaharan S. Chameau J.L. Holtz R.D. Effect of strain rate on undrained strength derived from pressuremeter tests Geotechnique 39 4 1989 615-624
    • (1989) Geotechnique , vol.39 , Issue.4 , pp. 615-624
    • Prapaharan, S.1    Chameau, J.L.2    Holtz, R.D.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.