메뉴 건너뛰기




Volumn , Issue 119, 2003, Pages 201-238

Evaluation of relative density and shear strength of sands from CPT and DMT

Author keywords

[No Author keywords available]

Indexed keywords

COMPRESSIBILITY; DENSITY (SPECIFIC GRAVITY); GEOTECHNICAL ENGINEERING; SHEAR STRENGTH; SHEARING;

EID: 0037272111     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40659(2003)7     Document Type: Conference Paper
Times cited : (226)

References (95)
  • 5
    • 0017015756 scopus 로고
    • Cavity expansion in sands with curved envelopes
    • ASCE
    • Baligh M.M. (1976) "Cavity Expansion in Sands with Curved Envelopes" Journal of Geotechnical Engineering Division, ASCE, 102(GT11), 1131-1146.
    • (1976) Journal of Geotechnical Engineering Division , vol.102 , Issue.GT11 , pp. 1131-1146
    • Baligh, M.M.1
  • 6
    • 0015764907 scopus 로고
    • Review of a new shear strength criteria for rock joints
    • Barton N.R. (1973). "Review of a new shear strength criteria for rock joints" Engineering Geology, 7, 287-332.
    • (1973) Engineering Geology , vol.7 , pp. 287-332
    • Barton, N.R.1
  • 7
    • 0024850050 scopus 로고
    • The relative density of geologically aged British fine and fine-medium samds
    • Barton M.E. & S.N. Palmer (1989) The Relative Density of Geologically Aged British Fine and Fine-medium Samds. Quaterly Journal of Engineering Geology. 1: 49-58.
    • (1989) Quaterly Journal of Engineering Geology , vol.1 , pp. 49-58
    • Barton, M.E.1    Palmer, S.N.2
  • 8
    • 0023406916 scopus 로고
    • The cone penetration test in sands II: General inference of state
    • Been K., Jefferies M.G., Crooks, J. H. & Rothenburg L. (1987) "The cone penetration test in sands II: general inference of state" Geotechnique, 37(3), 285-299.
    • (1987) Geotechnique , vol.37 , Issue.3 , pp. 285-299
    • Been, K.1    Jefferies, M.G.2    Crooks, J.H.3    Rothenburg, L.4
  • 10
    • 0442283210 scopus 로고
    • Saturation of sand specimen for calibration chamber tests
    • Orlando
    • Bellotti, R., Crippa, V., Pedroni, S. & Ghionna, V.N. (1988) "Saturation of Sand Specimen for Calibration Chamber Tests" Proc. ISOPT-1, Orlando, Vol.2, pp. 661-672.
    • (1988) Proc. ISOPT-1 , vol.2 , pp. 661-672
    • Bellotti, R.1    Crippa, V.2    Pedroni, S.3    Ghionna, V.N.4
  • 13
    • 0013170649 scopus 로고
    • Some aspects of the behaviour of granular materials at high pressure
    • Cambridge University
    • Biliam J. (1967). "Some aspects of the behaviour of granular materials at high pressure" Proc. Roscoe Memorial, Stress Strain Behaviour of Soils, Cambridge University.
    • (1967) Proc. Roscoe Memorial, Stress Strain Behaviour of Soils
    • Biliam, J.1
  • 14
    • 0022674149 scopus 로고
    • The strength and dilatancy of sands
    • Bolton M.D. (1986) "The strength and dilatancy of sands" Geotechnique, 36(1), 65-78
    • (1986) Geotechnique , vol.36 , Issue.1 , pp. 65-78
    • Bolton, M.D.1
  • 16
    • 0013129512 scopus 로고
    • The importance and practical use of the relative density in soil mechanics
    • Burmister, D.M. (1948) "The Importance and Practical Use of the Relative Density in Soil Mechanics" ASTM Proc. 48, 1249-1268.
    • (1948) ASTM Proc. , vol.48 , pp. 1249-1268
    • Burmister, D.M.1
  • 17
    • 0000102315 scopus 로고
    • Cavity expansion in cohesive frictional soils
    • Carter J.P., Booker J.R. & Yeung S.K. (1986) "Cavity expansion in cohesive frictional soils" Geotechnique, 36(3), 349-353.
    • (1986) Geotechnique , vol.36 , Issue.3 , pp. 349-353
    • Carter, J.P.1    Booker, J.R.2    Yeung, S.K.3
  • 18
    • 0002541377 scopus 로고
    • Characteristics of cohesionless soils affecting the stability of slopes and earth fills
    • Jan.
    • Casagrande A. (1936) "Characteristics of cohesionless soils affecting the stability of slopes and earth fills" Journal of Boston Society of Civil Engineers., Jan.: 257-276.
    • (1936) Journal of Boston Society of Civil Engineers , pp. 257-276
    • Casagrande, A.1
  • 19
    • 0030404347 scopus 로고    scopus 로고
    • Determination of drained friction angle of sands from CPT
    • ASCE
    • Chen J.W. & Juang C.H. (1996) "Determination of drained friction angle of sands from CPT" Journal of Geotechnical Engineering Division, ASCE, 122(5), 374-381.
    • (1996) Journal of Geotechnical Engineering Division , vol.122 , Issue.5 , pp. 374-381
    • Chen, J.W.1    Juang, C.H.2
  • 20
    • 85025063399 scopus 로고
    • Some experiments on the influence of strain conditions on hte strength of sands
    • Cornforth D.H. (1964) "Some experiments on the influence of strain conditions on hte strength of sands" Geotechnique, 14(2), 143-167.
    • (1964) Geotechnique , vol.14 , Issue.2 , pp. 143-167
    • Cornforth, D.H.1
  • 21
    • 0002607254 scopus 로고    scopus 로고
    • Empirical correlation between SPT N-value and relative density of sandy soils
    • Cubrinovski, M. & Ishihara, K. (1999) "Empirical Correlation between SPT N-value and Relative Density of Sandy Soils" Soils and Foundations, 39(5), 61-71.
    • (1999) Soils and Foundations , vol.39 , Issue.5 , pp. 61-71
    • Cubrinovski, M.1    Ishihara, K.2
  • 22
    • 0003053775 scopus 로고
    • Bearing capacity and settlement of shallow foundations in sand
    • Duke University, Durham, N.C.
    • De Beer E.E. (1967) "Bearing capacity and settlement of shallow foundations in sand". Proc., Bearing capacity and settlement of foundations, Duke University, Durham, N.C.
    • (1967) Proc., Bearing Capacity and Settlement of Foundations
    • De Beer, E.E.1
  • 23
    • 0001550511 scopus 로고
    • Static penetration resistance of soils, I-analysis, II-evaluation of the theory and implications for practice
    • Raleigh, NC
    • Durgunoglu H.T. & Mitchell J.K. (1975). "Static penetration resistance of soils, I-Analysis, II-Evaluation of the Theory and implications for practice". ASCE Spec. Conference In situ measurements of soil properties, Vol. 1, Raleigh, NC.
    • (1975) ASCE Spec. Conference In Situ Measurements of Soil Properties , vol.1
    • Durgunoglu, H.T.1    Mitchell, J.K.2
  • 29
    • 0000304872 scopus 로고
    • The research dilatometer: In situ and calibration chamber test results
    • Fretti C., Lo Presti D.C.F. & Salgado R. (1992) "The Research Dilatometer: in Situ and Calibration Chamber Test Results" Rivista Italiana di Geotecnica, Vol. XXVI, n. 4, pp 237-243.
    • (1992) Rivista Italiana di Geotecnica , vol.26 , Issue.4 , pp. 237-243
    • Fretti, C.1    Lo Presti, D.C.F.2    Salgado, R.3
  • 32
    • 0003038685 scopus 로고
    • Research on determining the density of sands by spoon penetration testing
    • London
    • th ICSMFE, Vol. 1, pp. 35-39, London.
    • (1957) th ICSMFE , vol.1 , pp. 35-39
    • Gibbs, H.J.1    Holtz, W.G.2
  • 33
    • 0026923573 scopus 로고
    • Mechanical properties of undisturbed Tone-river gravel obtained by in-situ freezing method
    • Goto, S., Suzuki, Y., Nishio, S. & Oh Oka, H. (1992) "Mechanical Properties of Undisturbed Tone-River Gravel obtained by In-Situ Freezing Method" Soils and Foundations 32(3), 15-25.
    • (1992) Soils and Foundations , vol.32 , Issue.3 , pp. 15-25
    • Goto, S.1    Suzuki, Y.2    Nishio, S.3    Oh Oka, H.4
  • 36
    • 0024136513 scopus 로고
    • Cyclic undrained shear propeties of high quality undisturbed Tokyo gravel
    • Hatanaka, M., Suzuki, Y., Kawasaki, T. & Endo, M. (1988) "Cyclic Undrained Shear Propeties of High Quality Undisturbed Tokyo Gravel" Soils and Foundations, 28(4), 57-68.
    • (1988) Soils and Foundations , vol.28 , Issue.4 , pp. 57-68
    • Hatanaka, M.1    Suzuki, Y.2    Kawasaki, T.3    Endo, M.4
  • 37
    • 0024165574 scopus 로고
    • Calibration chamber tests of cone penetrometer in sand
    • Houlsby, G.T. & Hitchman, R. (1988) "Calibration Chamber Tests of Cone Penetrometer in Sand" Geotechnique, 38(1), 39-44.
    • (1988) Geotechnique , vol.38 , Issue.1 , pp. 39-44
    • Houlsby, G.T.1    Hitchman, R.2
  • 38
    • 0013132204 scopus 로고
    • Shear strength of cohesionless soils from CPT
    • Editoria Edgar Blucker, San Paulo
    • Jamiolkowski M. (1990) "Shear strength of cohesionless soils from CPT" De Mello Volume, pp. 191-204, Editoria Edgar Blucker, San Paulo.
    • (1990) De Mello , pp. 191-204
    • Jamiolkowski, M.1
  • 39
    • 0000051135 scopus 로고
    • New correlations of penetration tests for design practice
    • ISOPT 1, Orlando, Florida, J. De Ruiter ed.
    • Jamiolkowski M., Ghionna V.N., Lancellotta R. & Pasqualini E. (1988). "New correlations of penetration tests for design practice". Proc., Penetration Testing 1988, ISOPT 1, Orlando, Florida, J. De Ruiter ed., Vol. 1 pp: 263-296
    • (1988) Proc., Penetration Testing 1988 , vol.1 , pp. 263-296
    • Jamiolkowski, M.1    Ghionna, V.N.2    Lancellotta, R.3    Pasqualini, E.4
  • 41
    • 0000610117 scopus 로고
    • Effective stress interpretation of in situ static penetration tests
    • Stockholm. Vol. 2.2
    • Janbu N. & Senneset K. (1974) "Effective stress interpretation of in situ static penetration tests" Proc., ESOPT I, Stockholm. Vol. 2.2, pp. 181-194.
    • (1974) Proc., ESOPT I , pp. 181-194
    • Janbu, N.1    Senneset, K.2
  • 44
    • 0004006248 scopus 로고
    • Report UCLA-ENG-7652, University of Califirnia at Los Angeles
    • Lade P.V. & Lee K.L. (1976). "Engineering properties of soils" Report UCLA-ENG-7652, University of Califirnia at Los Angeles.
    • (1976) Engineering Properties of Soils
    • Lade, P.V.1    Lee, K.L.2
  • 45
    • 0008002186 scopus 로고
    • Analisi di affidabilità in ingegneria geotecnica
    • Politecnico di Torino
    • Lancellotta R. (1983) "Analisi di Affidabilità in Ingegneria Geotecnica" Atti dell'Istituto di Scienza delle Costruzioni, No 625, Politecnico di Torino.
    • (1983) Atti dell'Istituto di Scienza delle Costruzioni , vol.625
    • Lancellotta, R.1
  • 47
    • 0000830492 scopus 로고
    • Drained strength characteristics of sands
    • ASCE, Proc. Paper 5561
    • Lee K.L. & Seed H.B. (1967) "Drained strength characteristics of sands". Journal of Soil Mechanics and Foundation Division, ASCE, Vol. 93(SM6), Proc. Paper 5561, 117-141.
    • (1967) Journal of Soil Mechanics and Foundation Division , vol.93 , Issue.SM6 , pp. 117-141
    • Lee, K.L.1    Seed, H.B.2
  • 57
    • 0002442932 scopus 로고
    • Anisotropic strength and deformation of sands in plane strain compression
    • New Delhi, India, Balkema, Rotterdam
    • Park C.S. & Tatsuoka F. (1994) "Anisotropic strength and deformation of sands in plane strain compression" Proc. XIII ICSMFE New Delhi, India, Balkema, Rotterdam, pp. 1-4.
    • (1994) Proc. XIII ICSMFE , pp. 1-4
    • Park, C.S.1    Tatsuoka, F.2
  • 58
    • 0020258906 scopus 로고
    • Boundary effects in the laboratory calibration of a cone penetrometer in sand
    • Amsterdam
    • nd ESOPT. Amsterdam, Vol.2, pp. 761-768.
    • (1982) nd ESOPT , vol.2 , pp. 761-768
    • Parkin, A.K.1    Lunne, T.2
  • 59
    • 0024032466 scopus 로고
    • Simple shear testing on sands in a torsional shear apparatus
    • Pradhan T.B.S. & Tatsuoka F., Horii N. (1988) "Simple shear testing on sands in a torsional shear apparatus" Soil and Foundations 28(2), 95-112.
    • (1988) Soil and Foundations , vol.28 , Issue.2 , pp. 95-112
    • Pradhan, T.B.S.1    Tatsuoka, F.2    Horii, N.3
  • 63
    • 0020970495 scopus 로고
    • Interpretation of cone penetration tests. Part I: Sand
    • Robertson P.K. & Campanella R.G. (1983) "Interpretation of cone penetration tests. Part I: Sand" Canadian Geotechnical Journal, 20(4), 718-733.
    • (1983) Canadian Geotechnical Journal , vol.20 , Issue.4 , pp. 718-733
    • Robertson, P.K.1    Campanella, R.G.2
  • 64
    • 0000738064 scopus 로고
    • The stress-dilatancy realtion for static equilibrium of an assembly of particles in contact
    • Rowe P.W. (1962). "The stress-dilatancy realtion for static equilibrium of an assembly of particles in contact" Proc. Royal Society London.
    • (1962) Proc. Royal Society London
    • Rowe, P.W.1
  • 69
    • 0029667952 scopus 로고    scopus 로고
    • Angles of friction and dilatancy of sands
    • Schanz T. & Vermeer P.A. (1996) "Angles of friction and dilatancy of sands" Geotechnique, 46(1), 145-151.
    • (1996) Geotechnique , vol.46 , Issue.1 , pp. 145-151
    • Schanz, T.1    Vermeer, P.A.2
  • 72
    • 0013085436 scopus 로고
    • Effects of in situ lateral stress on friction - Cone penetrometer data in sands
    • Schmertmann J.H. (1972) "Effects of in situ lateral stress on friction - cone penetrometer data in sands" Verhandelingen Fugro, Sonder Symposium 1972, pp: 37-39.
    • (1972) Verhandelingen Fugro, Sonder Symposium 1972 , pp. 37-39
    • Schmertmann, J.H.1
  • 73
    • 0013084486 scopus 로고
    • Contract Report DACW 39-76 M 6646 WES, Vicksburg, Miss., 1976
    • c." Contract Report DACW 39-76 M 6646 WES, Vicksburg, Miss., 1976
    • (1976) c
    • Schmertmann, J.H.1
  • 76
    • 0031792214 scopus 로고    scopus 로고
    • Mohr Coulomb error correction
    • Schofield A. (1998). "Mohr Coulomb error correction". Ground Engineering, 31(8), 30-32.
    • (1998) Ground Engineering , vol.31 , Issue.8 , pp. 30-32
    • Schofield, A.1
  • 78
    • 84866950417 scopus 로고
    • Standard penetration test procedures and the effects in sands of overburden pressure, relative density, particle size and overconsolidation
    • Skempton, A.W. (1986) "Standard Penetration Test Procedures and the Effects in Sands of Overburden Pressure, Relative Density, Particle Size and Overconsolidation" Geotechnique, 36(3), 425-447.
    • (1986) Geotechnique , vol.36 , Issue.3 , pp. 425-447
    • Skempton, A.W.1
  • 81
    • 11144238577 scopus 로고
    • Difficulties in the use of relative density as a soil parameter
    • Selig and Ladd Editors
    • Tavenas, F.A. (1972) "Difficulties in the Use of Relative Density as a Soil Parameter" ASTM, STP 523, Selig and Ladd Editors, pp. 478-483.
    • (1972) ASTM, STP , vol.523 , pp. 478-483
    • Tavenas, F.A.1
  • 82
    • 0001442441 scopus 로고
    • Accuracy of relative density measurements
    • Tavenas, F. & La Rochelle, P. (1972) "Accuracy of Relative Density Measurements" Geotechnique, 22(4), 549-562.
    • (1972) Geotechnique , vol.22 , Issue.4 , pp. 549-562
    • Tavenas, F.1    La Rochelle, P.2
  • 85
    • 0013084904 scopus 로고
    • Penetration testing in USSR
    • State of the Art Report, Stockholm
    • Trofimenkov J.B. (1974) "Penetration Testing in USSR" State of the Art Report, Proc., ESOPT I, Stockholm. Vol. 1, pp. 147-154.
    • (1974) Proc., ESOPT I , vol.1 , pp. 147-154
    • Trofimenkov, J.B.1
  • 87
    • 0015316520 scopus 로고
    • Expansion of cavities in infinite soil mass
    • ASCE
    • Vesic A.S. (1972) "Expansion of cavities in infinite soil mass" Journal of Soil Mechanics Foundation Division, ASCE, 98(SM3), 265-290.
    • (1972) Journal of Soil Mechanics Foundation Division , Issue.98 SM3 , pp. 265-290
    • Vesic, A.S.1
  • 88
    • 0002992073 scopus 로고
    • Bearing capacity of shallow foundations
    • Winterkorn and Fang eds., Van Nostrand Reinhold
    • Vesic A.S. (1975) "Bearing capacity of shallow foundations" Foundation Engineering Handbook, Winterkorn and Fang eds., Van Nostrand Reinhold.
    • (1975) Foundation Engineering Handbook
    • Vesic, A.S.1
  • 89
    • 0017634564 scopus 로고
    • Design of pile foundations
    • National Cooperative Highway Research programs. Transportation Research Board, Washington D.C.
    • Vesic A.S. (1977) "Design of pile foundations" National Cooperative Highway Research programs. Synthesis of Highway Practice 42, Transportation Research Board, Washington D.C.
    • (1977) Synthesis of Highway Practice , vol.42
    • Vesic, A.S.1
  • 93
    • 0018011524 scopus 로고
    • Undisturbed sampling of saturated sands by freezing
    • Yoshimi, Y., Hatanaka, M. & Oh-Oka, H. (1978) "Undisturbed Sampling of Saturated Sands by Freezing" Soils and Foundations, 18(3), 59-73.
    • (1978) Soils and Foundations , vol.18 , Issue.3 , pp. 59-73
    • Yoshimi, Y.1    Hatanaka, M.2    Oh-Oka, H.3
  • 95
    • 0013132209 scopus 로고
    • Engineering properties of Dune and Beach sands and the influence stress history
    • Montreal
    • th ICSMFE, Montreal, Vol.I, pp. 134-138.
    • (1965) th ICSMFE , vol.1 , pp. 134-138
    • Zolkov, I.1    Weisman, G.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.