메뉴 건너뛰기




Volumn 146, Issue , 2007, Pages 299-310

Small strain stiffness of a soft clay along stress paths typical of excavations

Author keywords

[No Author keywords available]

Indexed keywords

EXCAVATION; SOILS; STIFFNESS;

EID: 84879071819     PISSN: 09250042     EISSN: None     Source Type: Book Series    
DOI: 10.1007/978-1-4020-6146-2_14     Document Type: Conference Paper
Times cited : (4)

References (19)
  • 1
    • 35448992776 scopus 로고    scopus 로고
    • Observed behaviour of reconstituted clay under stress paths typical of excavations
    • M. Jamiolkowski, R. Lancellotta & D. Lo Presti (eds.). Torino, Balkema
    • Amorosi A., Callisto L. & Rampello S. (1999). Observed behaviour of reconstituted clay under stress paths typical of excavations. In: M. Jamiolkowski, R. Lancellotta & D. Lo Presti (eds.) 2nd Int. Symp. on pre-failure Deformation Characteristics of Geomaterials. Torino, Balkema, 1, 35-42.
    • (1999) 2nd Int. Symp. on pre-failure Deformation Characteristics of Geomaterials , vol.1 , pp. 35-42
    • Amorosi, A.1    Callisto, L.2    Rampello, S.3
  • 2
    • 0025620944 scopus 로고
    • Effect of recent stress history on the stiffness of overconsolidated soil
    • Atkinson J.H., Richardson D. & Stallebrass S.E. (1990). Effect of recent stress history on the stiffness of overconsolidated soil. Géotechnique 40, No. 3, 531-540.
    • (1990) Géotechnique , vol.40 , Issue.3 , pp. 531-540
    • Atkinson, J.H.1    Richardson, D.2    Stallebrass, S.E.3
  • 3
    • 0016623432 scopus 로고
    • A hydraulic triaxial apparatus for controlled stress path testing
    • Bishop A. W. & Wesley L. D. (1975). A hydraulic triaxial apparatus for controlled stress path testing. Géotechnique 25, No 4, 657-670.
    • (1975) Géotechnique , vol.25 , Issue.4 , pp. 657-670
    • Bishop, A.W.1    Wesley, L.D.2
  • 4
    • 0024920802 scopus 로고
    • Ninth bjerrum memorial lecture: "Small is beautiful" the stiffness of soils at small strains
    • Burland, J.B. (1989). Ninth Bjerrum Memorial Lecture: "Small is beautiful"-the stiffness of soils at small strains. Canadian Geotechnical Journal 26, No. 4, 499-516.
    • (1989) Canadian Geotechnical Journal , vol.26 , Issue.4 , pp. 499-516
    • Burland, J.B.1
  • 5
    • 0032144309 scopus 로고    scopus 로고
    • Mechanical behaviour of a natural soft clay
    • Callisto L. & Calabresi G. (1998). Mechanical behaviour of a natural soft clay. Gèotechnique 48, No.4, 495-513.
    • (1998) Gèotechnique , vol.48 , Issue.4 , pp. 495-513
    • Callisto, L.1    Calabresi, G.2
  • 6
    • 0036850155 scopus 로고    scopus 로고
    • Simulation of triaxial and true triaxial tests on natural and reconstituted Pisa clay
    • Callisto L., Gajo, A. & Muir Wood, D. (2002). Simulation of triaxial and true triaxial tests on natural and reconstituted Pisa clay. Gèotechnique 52, No. 9, 649-666.
    • (2002) Gèotechnique , vol.52 , Issue.9 , pp. 649-666
    • Callisto, L.1    Gajo, A.2    Muir Wood, D.3
  • 10
    • 0020642586 scopus 로고
    • Anisotropic elasticity of a natural clay
    • Graham J. & Houlsby G. T. (1983). Anisotropic elasticity of a natural clay. Géotechnique 33, No 2, 165-180.
    • (1983) Géotechnique , vol.33 , Issue.2 , pp. 165-180
    • Graham, J.1    Houlsby, G.T.2
  • 11
    • 0026882897 scopus 로고
    • Some observations on the kinematic nature of soil stiffness
    • Jardine R.J. (1992). Some observations on the kinematic nature of soil stiffness. Soils and Foundation 32, No. 2, 111-124.
    • (1992) Soils and Foundation , vol.32 , Issue.2 , pp. 111-124
    • Jardine, R.J.1
  • 13
    • 0021542348 scopus 로고
    • Choice of models for geotechnical predictions
    • edited by C. S. Desai and R. H. Gallagher, John Wiley & sons Ltd, Chapter
    • Muir Wood D. (1984). Choice of models for Geotechnical Predictions. In: Mechanics of Engineering materials, edited by C. S. Desai and R. H. Gallagher, John Wiley & sons Ltd, Chapter 12, 633-654.
    • (1984) Mechanics of Engineering Materials , vol.12 , pp. 633-654
    • Muir Wood, D.1
  • 15
    • 0033136085 scopus 로고    scopus 로고
    • Stress paths in relation to deep excavations
    • Ng C.W.W. (1999). Stress paths in relation to deep excavations, Journal of Geotechnical Engineering, 125, No. 5, 357-363.
    • (1999) Journal of Geotechnical Engineering , vol.125 , Issue.5 , pp. 357-363
    • Ng, C.W.W.1
  • 16
    • 0021492166 scopus 로고
    • The behaviour of a propped retaining wall: Results of a numerical experiment
    • Potts D.M. & Fourie A. B., (1984). The behaviour of a propped retaining wall: Results of a numerical experiment. Géotechnique 34, No.3, 383-404.
    • (1984) Géotechnique , vol.34 , Issue.3 , pp. 383-404
    • Potts, D.M.1    Fourie, A.B.2
  • 17
    • 0032323429 scopus 로고    scopus 로고
    • A study on the subsoil of the Tower of Pisa based on results from standard and high-quality samples
    • Rampello S. & Callisto L. (1998). A study on the subsoil of the Tower of Pisa based on results from standard and high-quality samples. Canadian Geotechnical Journal 35, No. 6, 1074-1092.
    • (1998) Canadian Geotechnical Journal , vol.35 , Issue.6 , pp. 1074-1092
    • Rampello, S.1    Callisto, L.2
  • 19
    • 0021586442 scopus 로고
    • Behaviour of a propped embedded retaining wall in stiff clay at bell common tunnel
    • Tedd P., Chard B. M., Charles J. A., Symons I. F. (1984). Behaviour of a propped embedded retaining wall in stiff clay at Bell Common Tunnel, Géotechnique 34, No. 4, 513-532.
    • (1984) Géotechnique , vol.34 , Issue.4 , pp. 513-532
    • Tedd, P.1    Chard, B.M.2    Charles, J.A.3    Symons, I.F.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.