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Volumn 16, Issue 1, 1992, Pages 3-23

Cavity expansion in sands under drained loading conditions

Author keywords

[No Author keywords available]

Indexed keywords

CAVITIES; CORE PENETRATION; EXPANSION; MODELLING- MATHEMATICAL; SAND;

EID: 0026465288     PISSN: 03639061     EISSN: 10969853     Source Type: Journal    
DOI: 10.1002/nag.1610160103     Document Type: Article
Times cited : (152)

References (38)
  • 7
    • 84986755152 scopus 로고    scopus 로고
    • ‘Similarity solutions for the quasi‐static expansion of cavities in frictional materials’ in: The V. V. Novozhilov Anniversary Volume, Ju. Kadashevich (ed.) Sudostroenie (in press). (Also available as University of Auckland Engineering School Report No. 489.)
    • Collins, I.F.1    Wang2
  • 12
    • 0000865823 scopus 로고
    • Undrained plane‐strain expansion of a cylindrical cavity in clay: a simple interpretation of the pressuremeter test
    • (1972) Géotechnique , vol.22 , pp. 451-457
    • Palmer, A.C.1
  • 16
    • 0024683260 scopus 로고
    • Stress‐strain relationships from drained self‐boring pressuremeter tests in sands
    • (1989) Géotechnique , vol.39 , pp. 293-307
    • Manassero, M.1
  • 28
    • 0024683687 scopus 로고
    • Problems with interpretation of sand state from cone penetration test
    • (1989) Géotechnique , vol.39 , pp. 323-332
    • Sladen, J.A.1
  • 32
    • 0025591776 scopus 로고
    • A model for the deformation and flow of granular materials undergoing monotonic shear loading
    • (1990) Géotechnique , vol.40 , pp. 379-388
    • Chandler, H.W.1
  • 35
    • 84986846949 scopus 로고
    • ‘Dilatancy and cohesion in frictional materials’, Report of ISSMFE Tech. Committee on Mech. of Granular Materials, Int. Soc. Soil Mech. and Foundation Engineering, Mechanics of Granular Materials Rio de Janeiro
    • (1989) , pp. 151-156
    • Moust Jacobsen, H.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.