메뉴 건너뛰기




Volumn 54, Issue 2, 2004, Pages 107-115

Triaxial tests on an unbonded locked sand

Author keywords

Fabric structure of soils; Laboratory tests; Sands; Shear strength

Indexed keywords

CEMENTS; DEFORMATION; FAILURE ANALYSIS; PRESSURE EFFECTS;

EID: 1642488159     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.2004.54.2.107     Document Type: Article
Times cited : (44)

References (20)
  • 1
    • 0000874245 scopus 로고
    • Cohesive sands: The natural transition from sands to sandstones
    • (eds A. Anagnostopoulos et al.), Rotterdam: Balkema
    • Barton, M. E. (1993). Cohesive sands: the natural transition from sands to sandstones. In Geotechnical engineering of hard soils-soft rocks (eds A. Anagnostopoulos et al.), pp. 367-374. Rotterdam: Balkema.
    • (1993) Geotechnical Engineering of Hard Soils - Soft Rocks , pp. 367-374
    • Barton, M.E.1
  • 2
    • 0002541377 scopus 로고
    • Characteristics of cohesionless soils affecting the stability of slopes and earth fills
    • Casagrande, A. (1936). Characteristics of cohesionless soils affecting the stability of slopes and earth fills. J. Boston Soc. Civ. Engrs 23, No. 1, 13-32.
    • (1936) J. Boston Soc. Civ. Engrs , vol.23 , Issue.1 , pp. 13-32
    • Casagrande, A.1
  • 4
    • 0027519060 scopus 로고
    • The mechanics of cemented carbonate sands
    • Coop, M. R. & Atkinson, J. H. (1993). The mechanics of cemented carbonate sands. Géotechnique 43, No. 1, 53-67.
    • (1993) Géotechnique , vol.43 , Issue.1 , pp. 53-67
    • Coop, M.R.1    Atkinson, J.H.2
  • 6
    • 0035436193 scopus 로고    scopus 로고
    • Block sampling and test sample preparation of locked sands
    • Cresswell, A. W. (2001). Block sampling and test sample preparation of locked sands. Géotechnique 51, No. 6, 567-570.
    • (2001) Géotechnique , vol.51 , Issue.6 , pp. 567-570
    • Cresswell, A.W.1
  • 7
    • 0041567054 scopus 로고    scopus 로고
    • Direct shear tests on an uncemented, and a very slightly cemented, locked sand
    • Cresswell, A. W. & Barton, M. E. (2003). Direct shear tests on an uncemented, and a very slightly cemented, locked sand. Q. J. Engng Hydrol. Hydrogeol. 36, 119-132.
    • (2003) Q. J. Engng Hydrol. Hydrogeol. , vol.36 , pp. 119-132
    • Cresswell, A.W.1    Barton, M.E.2
  • 8
    • 0031213491 scopus 로고    scopus 로고
    • Yielding and pre-failure deformation of structured sands
    • Cuccovillo, T. & Coop, M. R. (1997). Yielding and pre-failure deformation of structured sands. Géotechnique 47, No. 3, 491-508.
    • (1997) Géotechnique , vol.47 , Issue.3 , pp. 491-508
    • Cuccovillo, T.1    Coop, M.R.2
  • 9
    • 0033382201 scopus 로고    scopus 로고
    • On the mechanics of structured sands
    • Cuccovillo, T. & Coop, M. R. (1999). On the mechanics of structured sands. Géotechnique 49, No. 6, 741-760.
    • (1999) Géotechnique , vol.49 , Issue.6 , pp. 741-760
    • Cuccovillo, T.1    Coop, M.R.2
  • 11
    • 0034017436 scopus 로고    scopus 로고
    • Drained probing tests on a weakly bonded artificial soil
    • Malandraki, V. & Toll, D. (2000). Drained probing tests on a weakly bonded artificial soil. Géotechnique 50, No. 2, 141-151.
    • (2000) Géotechnique , vol.50 , Issue.2 , pp. 141-151
    • Malandraki, V.1    Toll, D.2
  • 13
    • 0032144593 scopus 로고    scopus 로고
    • Microstructure of shear bands and its relation to the mechanisms of dilatancy and failure and dense granular soils
    • Oda, M. & Kazama, H. (1998). Microstructure of shear bands and its relation to the mechanisms of dilatancy and failure and dense granular soils. Géotechnique 48, No. 4, 465-481.
    • (1998) Géotechnique , vol.48 , Issue.4 , pp. 465-481
    • Oda, M.1    Kazama, H.2
  • 14
    • 0008238854 scopus 로고
    • Avoiding microfabric disruption during the impregnation of friable, uncemented sands with dyed epoxy
    • Palmer, S. M. & Barton, M. E. (1986). Avoiding microfabric disruption during the impregnation of friable, uncemented sands with dyed epoxy. J Sediment. Petrol. 56, No. 4, 556-557.
    • (1986) J Sediment. Petrol. , vol.56 , Issue.4 , pp. 556-557
    • Palmer, S.M.1    Barton, M.E.2
  • 15
    • 0033082974 scopus 로고    scopus 로고
    • The Folkestone Bed Sands: Microfabric and strength
    • Richards, N. P. & Barton, M. E. (1999). The Folkestone Bed Sands: microfabric and strength. Q. J. Engng Geol. 32, 21-44.
    • (1999) Q. J. Engng Geol. , vol.32 , pp. 21-44
    • Richards, N.P.1    Barton, M.E.2
  • 17
    • 0000738064 scopus 로고
    • The stress-dilatancy relation for static equilibrium of an assembly of particles in contact
    • Ser. A
    • Rowe, P. W. (1962). The stress-dilatancy relation for static equilibrium of an assembly of particles in contact. Proc. R. Soc. London Ser. A 269, 500-527.
    • (1962) Proc. R. Soc. London , vol.269 , pp. 500-527
    • Rowe, P.W.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.