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Volumn 50, Issue 2, 2000, Pages 189-196

Estimation of in situ stresses using anisotropic elasticity and suction measurements

Author keywords

Anisotropy; Earth pressure; Elasticity; Sampling; Stiffness

Indexed keywords

ANISOTROPY; CONSOLIDATION; ELASTICITY; MATHEMATICAL MODELS; PRESSURE EFFECTS; SOIL MECHANICS; STIFFNESS; STRESS ANALYSIS;

EID: 0034063265     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.2000.50.2.189     Document Type: Article
Times cited : (35)

References (28)
  • 1
    • 0001741021 scopus 로고
    • The influence of pore-water tension on the strength of clay
    • Bishop, A. W., Kumapley, N. K. & El-Ruwayih, A. (1975). The influence of pore-water tension on the strength of clay. Proc. R. Soc., Lond. 278, 511-554.
    • (1975) Proc. R. Soc., Lond. , vol.278 , pp. 511-554
    • Bishop, A.W.1    Kumapley, N.K.2    El-Ruwayih, A.3
  • 2
    • 0025645141 scopus 로고
    • On the compressibility and shear strength of natural clays
    • Burland, J. B. (1990). On the compressibility and shear strength of natural clays. Géotechnique 40, No. 3, 329-378.
    • (1990) Géotechnique , vol.40 , Issue.3 , pp. 329-378
    • Burland, J.B.1
  • 3
    • 0012301628 scopus 로고
    • Discussion on 'Insitu measurement of horizontal stress in over consolidated clay using push-in spade-shaped pressure cells'
    • Burland, J. B. & Maswoswe, J. (1982). Discussion on 'Insitu measurement of horizontal stress in over consolidated clay using push-in spade-shaped pressure cells'. Géotechnique 32, No. 2, 285-286.
    • (1982) Géotechnique , vol.32 , Issue.2 , pp. 285-286
    • Burland, J.B.1    Maswoswe, J.2
  • 5
    • 0001602891 scopus 로고
    • The subsoils of Northern Ireland
    • Doran, I. G. (1992). The subsoils of Northern Ireland. Struct. Engr 70, No. 7, 135-138.
    • (1992) Struct. Engr , vol.70 , Issue.7 , pp. 135-138
    • Doran, I.G.1
  • 7
    • 0022113516 scopus 로고
    • Effective stress paths and yielding in soft clays below embankments
    • Folkes, D. J. & Crooks, J. H. A. (1985). Effective stress paths and yielding in soft clays below embankments. Can. Geotech. 22, No. 3, 357-374.
    • (1985) Can. Geotech. , vol.22 , Issue.3 , pp. 357-374
    • Folkes, D.J.1    Crooks, J.H.A.2
  • 9
    • 0020642586 scopus 로고
    • Anisotropic elasticity of a natural clay
    • Graham, J. and 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
  • 10
    • 0023524356 scopus 로고
    • Stress release, undrained storage, and reconsolidation in simulated underwater clay
    • Graham, J. & Lau, S. L. K. (1988). Stress release, undrained storage, and reconsolidation in simulated underwater clay. Can. Geotech. J. 24, 279-288.
    • (1988) Can. Geotech. J. , vol.24 , pp. 279-288
    • Graham, J.1    Lau, S.L.K.2
  • 11
    • 0005219567 scopus 로고
    • Prediction of triaxial stress-strain behaviour of Winnipeg clay using an anisotropic elastic-plastic model
    • Graham, J., Muir Wood, D., Yin, J. H. & Azizi, F. (1989). Prediction of triaxial stress-strain behaviour of Winnipeg clay using an anisotropic elastic-plastic model. Proc. 42nd Can. Geotech. Conf., Winnipeg, 280-288.
    • (1989) Proc. 42nd Can. Geotech. Conf., Winnipeg , pp. 280-288
    • Graham, J.1    Muir Wood, D.2    Yin, J.H.3    Azizi, F.4
  • 12
    • 0025603270 scopus 로고
    • Influence of storage and reconsolidation procedures on clay properties
    • Graham, J., Jamieson, M. R., Ho, D. Y.-F. & Azizi, F. (1990). Influence of storage and reconsolidation procedures on clay properties. Geotech. Test. J. 13, pp. 280-290.
    • (1990) Geotech. Test. J. , vol.13 , pp. 280-290
    • Graham, J.1    Jamieson, M.R.2    Ho, D.Y.-F.3    Azizi, F.4
  • 14
    • 0021498876 scopus 로고
    • The measurement of soil stiffness in the triaxial apparatus
    • Jardine, R. J., Symes, M. J. & Burland, J. B. (1984). The measurement of soil stiffness in the triaxial apparatus. Géotechnique 34, No. 3, 323-340.
    • (1984) Géotechnique , vol.34 , Issue.3 , pp. 323-340
    • Jardine, R.J.1    Symes, M.J.2    Burland, J.B.3
  • 16
    • 0016928323 scopus 로고
    • Bearing capacity and settlement of pile foundations. 11th Terzaghi Lecture
    • Meyerhof, G. G. (1976). Bearing capacity and settlement of pile foundations. 11th Terzaghi Lecture. Proc. ASCE, J. Geotech. Engng Div. 102, GT3, 197-228.
    • (1976) Proc. ASCE, J. Geotech. Engng Div. , vol.102 , Issue.GT3 , pp. 197-228
    • Meyerhof, G.G.1
  • 19
    • 0024051716 scopus 로고
    • Constitutive parameters estimated by plasticity index
    • Nakase, A., Kamei, T. & Kusakabe, O. (1988). Constitutive parameters estimated by plasticity index. Proc. ASCE, J. Geotech. Engng Div. 114, No. 7, 844-858.
    • (1988) Proc. ASCE, J. Geotech. Engng Div. , vol.114 , Issue.7 , pp. 844-858
    • Nakase, A.1    Kamei, T.2    Kusakabe, O.3
  • 20
    • 0027789473 scopus 로고
    • Compression characteristics and index properties of tills and intertill clays in southern Saskatchewan, Canada
    • Sauer, E. K., Egeland, A. K. & Christiansen, E. A. (1993). Compression characteristics and index properties of tills and intertill clays in southern Saskatchewan, Canada. Can. Geotech. J. 30, 257-275.
    • (1993) Can. Geotech. J. , vol.30 , pp. 257-275
    • Sauer, E.K.1    Egeland, A.K.2    Christiansen, E.A.3
  • 22
    • 0029415718 scopus 로고
    • Prediction of insitu horizontal stresses in clay soils from the measurement of undrained shear strength, plasticity index and vertical effective stress
    • Shohet, D. C. (1995). Prediction of insitu horizontal stresses in clay soils from the measurement of undrained shear strength, plasticity index and vertical effective stress. Proc. Inst. Civ. Engrs, Geotech Engng 113, 206-214.
    • (1995) Proc. Inst. Civ. Engrs, Geotech Engng , vol.113 , pp. 206-214
    • Shohet, D.C.1
  • 24
    • 85018900708 scopus 로고
    • The pore pressure coefficients A and B
    • Skempton, A. W. (1954). The pore pressure coefficients A and B. Géotechnique 4, No. 4, pp. 186-187.
    • (1954) Géotechnique , vol.4 , Issue.4 , pp. 186-187
    • Skempton, A.W.1
  • 25
    • 85023298936 scopus 로고
    • A correspondence, "the pore pressure coefficients in saturated soils"
    • Skempton, A. W. (1960). A correspondence, "the pore pressure coefficients in saturated soils". Géotechnique 10, No. 4, 186-187.
    • (1960) Géotechnique , vol.10 , Issue.4 , pp. 186-187
    • Skempton, A.W.1
  • 26
    • 0002764071 scopus 로고
    • Horizontal stresses in an over consolidated Eocene clay
    • Paris
    • Skempton, A. W. (1961). Horizontal stresses in an over consolidated Eocene clay. Proc. 5th ICSMFE, Paris 1, 351-357.
    • (1961) Proc. 5th ICSMFE , vol.1 , pp. 351-357
    • Skempton, A.W.1
  • 27
    • 0001641953 scopus 로고
    • The behaviour of saturated clays during sampling and testing
    • Skempton, A. W. and Sowa, V. A. (1963). The behaviour of saturated clays during sampling and testing. Géotechnique 13, No. 4, 269-290.
    • (1963) Géotechnique , vol.13 , Issue.4 , pp. 269-290
    • Skempton, A.W.1    Sowa, V.A.2
  • 28
    • 32544432928 scopus 로고
    • In situ measurement of horizontal stress in over consolidated clay using push-in spade-shaped pressure cell
    • Tedd, P. & Charles, J. A. (1981). In situ measurement of horizontal stress in over consolidated clay using push-in spade-shaped pressure cell. Géotechnique 13, No. 4, 554-558.
    • (1981) Géotechnique , vol.13 , Issue.4 , pp. 554-558
    • Tedd, P.1    Charles, J.A.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.