메뉴 건너뛰기




Volumn 1, Issue , 2005, Pages 3-45

Geo-characterisation and properties of natural soils by in situ tests

Author keywords

[No Author keywords available]

Indexed keywords

DESTRUCTURATION; GAINING MOMENTUM; GEOMATERIALS; IN-SITU TEST; INDEPENDENT MEASUREMENT; INTERPRETATION METHODS; LARGE STRAINS; MATERIAL BEHAVIOUR; METHODS OF ANALYSIS; NATURAL SOILS; RATE DEPENDENCY; SOIL FORMATIONS; SOIL PROPERTY; STRENGTH CHARACTERISTICS; TESTING TECHNIQUE;

EID: 34249080761     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (52)

References (268)
  • 1
    • 0008962654 scopus 로고
    • A study of the effect of vane shape and rate of strain in the measured values of in situ shear strength of clays
    • th Int. Conf. Soil Mech. and Found. Engng, 1:141-145.
    • (1965) th Int. Conf. Soil Mech. and Found. Engng , vol.1 , pp. 141-145
    • Aas, G.1
  • 3
    • 85001555311 scopus 로고    scopus 로고
    • Numerical parametric study of piezocone penetration test in clays
    • Abu-Farsakh, M.;Tumay, M & Voyiadjis, G. 2003. Numerical parametric study of piezocone penetration test in clays. Int. J. of Geomech., ASCE, 3(2): 170-181.
    • (2003) Int. J. of Geomech., ASCE , vol.3 , Issue.2 , pp. 170-181
    • Abu-Farsakh, M.1    Tumay, M.2    Voyiadjis, G.3
  • 4
    • 0032181399 scopus 로고
    • Chamber studies of the effects of pressuremeter geometry on test results in sand
    • Ajalloeian, R. & Yu, H.S 1988. Chamber studies of the effects of pressuremeter geometry on test results in sand. Geotechnique, 48:621-636.
    • (1988) Geotechnique , vol.48 , pp. 621-636
    • Ajalloeian, R.1    Yu, H.S.2
  • 12
    • 84868607908 scopus 로고
    • Consolidation after undrained piezocone penetration. II: Interpretation
    • 7
    • Baligh, M.M & Levadoux, J.N 1986. Consolidation after undrained piezocone penetration. II: Interpretation. J. Soil Mech. Found. Engng. Div. ASCE. 11(7), 112(7), 727-745.
    • (1986) J. Soil Mech. Found. Engng. Div. ASCE. , vol.11-112 , Issue.7 , pp. 727-745
    • Baligh, M.M.1    Levadoux, J.N.2
  • 13
    • 84931151038 scopus 로고
    • Plane strain deformation of granular material at low and high pressures
    • Barden, L.; Ismail, H. & Tong, P. 1969. Plane strain deformation of granular material at low and high pressures. Géotechnique 19, No. 4, 441-452.
    • (1969) Géotechnique , vol.19 , Issue.4 , pp. 441-452
    • Barden, L.1    Ismail, H.2    Tong, P.3
  • 14
    • 0010651793 scopus 로고    scopus 로고
    • Compressibility and settlement of a residual soil
    • Blight Ed., Blakema
    • Barksdale. R.D. & Blight, G.E. 1997. Compressibility and settlement of a residual soil. Mech. of Residual Soils. Blight Ed., Blakema, 99-154.
    • (1997) Mech. of Residual Soils , pp. 99-154
    • Barksdale, R.D.1    Blight, G.E.2
  • 17
    • 0022082462 scopus 로고
    • A state parameter for sands
    • Been, K. & Jefferies, M.G. 1985. A state parameter for sands. Géotechnique, 35(2), 99-112.
    • (1985) Géotechnique , vol.35 , Issue.2 , pp. 99-112
    • Been, K.1    Jefferies, M.G.2
  • 18
    • 0023406916 scopus 로고
    • The cone penetration test in sands. Part 2: General influence of state
    • Been, K.; Jefferies, M.G., Crooks, J.H.A & Hotemburg, L. 1987. The cone penetration test in sands. Part 2: General influence 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.A.3    Hotemburg, L.4
  • 21
    • 33747358435 scopus 로고
    • The influence of rate on static cone resistance in Connecticut River Valley varved clay
    • ESOPT, Stockholm
    • Bemben, S.M. & Myers, H.J. 1974. The influence of rate on static cone resistance in Connecticut River Valley varved clay. Proc. European Symp. on Penetration Testing, ESOPT, Stockholm, 2:33-34.
    • (1974) Proc. European Symp. on Penetration Testing , vol.2 , pp. 33-34
    • Bemben, S.M.1    Myers, H.J.2
  • 22
    • 0042414068 scopus 로고    scopus 로고
    • Influence of Peripheral Velocity on Vane Shear Strength of an Artificial Clay
    • Biscontin, G. & Pestana, J.M. 2001. Influence of peripheral velocity on vane shear strength of an artificial clay. Geotech. Testing J., 24(4):423-429. (Pubitemid 33639446)
    • (2001) Geotechnical Testing Journal , vol.24 , Issue.4 , pp. 423-429
    • Biscontin, G.1    Pestana, J.M.2
  • 23
    • 0022674149 scopus 로고
    • The strength and dilatancy of sands
    • Bolton, M.D. 1986. The strength and dilatancy of sands. Géotechnique 36 (1), 65-78.
    • (1986) Géotechnique , vol.36 , Issue.1 , pp. 65-78
    • Bolton, M.D.1
  • 24
    • 0001609303 scopus 로고    scopus 로고
    • A non-linear elastic/perfectly plastic analysis for plane strain undrained expansion tests
    • Bolton, M.D. & Whittle, R.W. 1999. A non-linear elastic/perfectly plastic analysis for plane strain undrained expansion tests, Geotechnique 49(1): 133-141.
    • (1999) Geotechnique , vol.49 , Issue.1 , pp. 133-141
    • Bolton, M.D.1    Whittle, R.W.2
  • 26
    • 0004056683 scopus 로고
    • Balkema Publisher, Netherlands
    • Briaud, J.-L. 1992. The pressuremeter. Balkema Publisher, Netherlands, 192p.
    • (1992) The Pressuremeter , pp. 192
    • Briaud, J.-L.1
  • 27
    • 0024920802 scopus 로고
    • Small is beautiful: The stiffness of soils at small strains
    • Burland, J.B. 1989. Small is beautiful: the stiffness of soils at small strains, Can. Geotech. J., 26: 499-516.
    • (1989) Can. Geotech. J. , vol.26 , pp. 499-516
    • Burland, J.B.1
  • 28
    • 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, Géolechnique 40 (3), 329-378.
    • (1990) Géolechnique , vol.40 , Issue.3 , pp. 329-378
    • Burland, J.B.1
  • 29
    • 0032323420 scopus 로고    scopus 로고
    • Monotonie and dilatory pore-pressure decay during piezocone tests in clay
    • Burns, S.E. & Mayne, P.W. 1998. Monotonie and dilatory pore-pressure decay during piezocone tests in clay. Can. Geotech. J., 35(6): 1063-1073.
    • (1998) Can. Geotech. J. , vol.35 , Issue.6 , pp. 1063-1073
    • Burns, S.E.1    Mayne, P.W.2
  • 32
    • 0026883438 scopus 로고
    • Analysis of laterally loaded shafts in rocks
    • Carter, J.P. & Kulhawy, F.H. 1992. Analysis of laterally loaded shafts in rocks. J. Geotech. Engng. DIV. ASCE, 118(6):839-855.
    • (1992) J. Geotech. Engng. DIV. ASCE , vol.118 , Issue.6 , pp. 839-855
    • Carter, J.P.1    Kulhawy, F.H.2
  • 37
    • 0030158854 scopus 로고    scopus 로고
    • Statistical relationships between piezocone measurements and stress history of clays
    • Chen, B.S-Y. & Mayne, P.W. 1996. Statistical relationships between piezocone measurements and stress history of clays, Can. Geotech. J., 33(3):488-498.
    • (1996) Can. Geotech. J. , vol.33 , Issue.3 , pp. 488-498
    • Chen, B.S.-Y.1    Mayne, P.W.2
  • 40
    • 0003956209 scopus 로고
    • The standard penetration test (SPT): Methods and use
    • London
    • Clayton, C.R.I 1995. The standard penetration test (SPT): methods and use. Report 143. Ciria, London.
    • (1995) Report 143. Ciria
    • Clayton, C.R.I.1
  • 41
    • 0342658495 scopus 로고
    • General Report Session 2: The mechanical properties and behavior of hard soils and soft rocks
    • Athens
    • Clayton, C.R.I. & Serratrice, J.F. 1993. General Report Session 2: The mechanical properties and behavior of hard soils and soft rocks. Proc. 1st Int. Symp. on the Geotech. of Hard Soils - Soft Rocks, Athens, Vol. 3: 1839-1877.
    • (1993) st Int. Symp. on the Geotech. of Hard Soils - Soft Rocks , vol.3 , pp. 1839-1877
    • Clayton, C.R.I.1    Serratrice, J.F.2
  • 43
    • 0035312637 scopus 로고    scopus 로고
    • The stiffness of geomaterials at very small strains
    • Clayton, C.R.I. & Heymann, C. 2001. The stiffness of geomaterials at very small strains. Géotechnique, 51(3): 245-256.
    • (2001) Géotechnique , vol.51 , Issue.3 , pp. 245-256
    • Clayton, C.R.I.1    Heymann, C.2
  • 46
    • 0033998495 scopus 로고    scopus 로고
    • Influence of curing under stress on the triaxial response of cemented soils
    • Consoli, N.C., Rotta, G.V.; & Prietto, P.D. M. 2000. The Influence of Curing under Stress on the Triaxial Response of Cemented Soils. Géotechnique. 50(1): 99-105. (Pubitemid 30218537)
    • (2000) Geotechnique , vol.50 , Issue.1 , pp. 99-105
    • Consoli, N.C.1    Rotta, G.V.2    Prietto, P.D.M.3
  • 49
    • 0027519060 scopus 로고
    • The mechanics of cemented carbonate sands
    • Coop, M. & Atkinson, J. 1993. The mechanics of cemented carbonate sands. Géotechnique 43, No. 1, 53-67. (Pubitemid 23381305)
    • (1993) Geotechnique , vol.43 , Issue.1 , pp. 53-67
    • Coop, M.R.1    Atkinson, J.H.2
  • 52
    • 0031210482 scopus 로고    scopus 로고
    • The influence of structure on the pre-failure behaviour of a natural clay
    • Cotecchia, F. & Chandler, R.J. 1997. The influence of structure on the pre-failure behaviour of a natural clay. Géotechnique, 47(3): 623-544.
    • (1997) Géotechnique , vol.47 , Issue.3 , pp. 623-544
    • Cotecchia, F.1    Chandler, R.J.2
  • 53
    • 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(3): 491-508.
    • (1997) Géotechnique , vol.47 , Issue.3 , pp. 491-508
    • Cuccovillo, T.1    Coop, M.R.2
  • 54
    • 0033382201 scopus 로고    scopus 로고
    • On the mechanics of structured sands
    • Cuccovillo, T. & Coop, M. 1999. On the mechanics of structured sands. Géotechnique 49, No. 4, 349-358.
    • (1999) Géotechnique , vol.49 , Issue.4 , pp. 349-358
    • Cuccovillo, T.1    Coop, M.2
  • 55
    • 0018441375 scopus 로고
    • Discrete numerical model for granular assemblies
    • Cundall, P.A. & Streck, O.D.L. 1979. A discrete numerical model for granular assembles. Geotechnique. 29(1):47-65. (Pubitemid 9433658)
    • (1979) Geotechnique , vol.29 , Issue.1 , pp. 47-65
    • Cundall, P.A.1    Strack, O.D.L.2
  • 57
    • 0031467094 scopus 로고    scopus 로고
    • Rate effects in cone penetration testing
    • Danziger, F.A.B. & Lunne. T. 1997. Rate effects in cone penetration testing. Geotechnique 47(5):901-914.
    • (1997) Geotechnique , vol.47 , Issue.5 , pp. 901-914
    • Danziger, F.A.B.1    Lunne, T.2
  • 58
    • 84868605868 scopus 로고    scopus 로고
    • The significance of the strain path analysis in the interpretation of piezocone dissipation data
    • Danziger, F.A.B.; Soares, M.S.S. & Sills, G.C. 1996. The significance of the strain path analysis in the interpretation of piezocone dissipation data. Geotechnique, 46(2): 143-154.
    • (1996) Geotechnique , vol.46 , Issue.2 , pp. 143-154
    • Danziger, F.A.B.1    Soares, M.S.S.2    Sills, G.C.3
  • 59
    • 51449103739 scopus 로고
    • Static cone penetration testing in clay and loan
    • Utrecht
    • de Beer, E.EW. 1977. Static cone penetration testing in clay and loan. Sondeer Symp. Utrecht.
    • (1977) Sondeer Symp.
    • De Beer, E.E.W.1
  • 63
    • 4143135809 scopus 로고    scopus 로고
    • Characterisation and engineering properties of Mexico City lacustrine soils
    • Balkema Publishers
    • Diaz-Rodrigues, J. A. 2003. Characterisation and Engineering Properties of Mexico City Lacustrine Soils. Charact. and Engng. Properties of Natural Soils, Balkema Publishers, 1: 725-756.
    • (2003) Charact. and Engng. Properties of Natural Soils , vol.1 , pp. 725-756
    • Diaz-Rodrigues, J.A.1
  • 66
    • 23144452648 scopus 로고    scopus 로고
    • Combining upper bound and strain path methods for evaluating penetration resistance
    • forthcoming paper
    • Einav, I. & Randolph, M.F. 2005. Combining upper bound and strain path methods for evaluating penetration resistance. Int. J. on Num. Methods in Geotech. Engng., forthcoming paper.
    • (2005) Int. J. on Num. Methods in Geotech. Engng.
    • Einav, I.1    Randolph, M.F.2
  • 67
    • 79952292121 scopus 로고    scopus 로고
    • A Framework for In-situ determination of Sand Compressibility
    • St John's Newfoundland
    • Eslaamizaad, S. and Robertson, P.K. 1997. A Framework for In-situ determination of Sand Compressibility. 49th Can. Geotech. Conf; St John's Newfoundland.
    • (1997) 49th Can. Geotech. Conf
    • Eslaamizaad, S.1    Robertson, P.K.2
  • 68
    • 0002419027 scopus 로고    scopus 로고
    • Deformation and in situ stress measurement
    • Balkema
    • Fahey, M. 1998. Deformation and in situ stress measurement, Geotech. Site Charact., ISC98, Balkema, 1: 49-68.
    • (1998) Geotech. Site Charact., ISC98 , vol.1 , pp. 49-68
    • Fahey, M.1
  • 69
    • 0027799878 scopus 로고
    • A finite element study of the pressuremeter test in sand using a nonlinear elastic plastic model
    • Fahey, M. & Carter. J.P. 1993. A finite element study of the pressuremeter test in sand using a non-linear elastic plastic model. Can. Geotech. J., 30: 348-362. (Pubitemid 24393203)
    • (1993) Canadian Geotechnical Journal , vol.30 , Issue.2 , pp. 348-362
    • Fahey, M.1    Carter, J.P.2
  • 70
    • 57249105090 scopus 로고    scopus 로고
    • Effect of cementation on the small-strain parameters of sands
    • Fernandez, A.L. & Santamarina, J.C. 2001. Effect of cementation on the small-strain parameters of sands. Can. Geotech. J., 38(1): 191-199.
    • (2001) Can. Geotech. J. , vol.38 , Issue.1 , pp. 191-199
    • Fernandez, A.L.1    Santamarina, J.C.2
  • 71
    • 0027072917 scopus 로고
    • Interpretation of undrained self-boring pressuremeter test results incorporating unloading
    • Ferreira, R.S. & Robertson, P.K. 1992. Interpretation of undrained self-boring pressuremeter test results incorporating unloading. Can. Geotech. J., 29:918-928. (Pubitemid 23382415)
    • (1992) Canadian Geotechnical Journal , vol.29 , Issue.6 , pp. 918-928
    • Ferreira, R.S.1    Robertson, P.K.2
  • 72
    • 0027428191 scopus 로고
    • Analytical interpretation of dilatometer penetration through saturated cohesive soils
    • Finno, R.J. 1993. Analytical interpretation of dilatometer penetration through saturated cohesive soils. Geotechnique, 43(2):241-254. (Pubitemid 23383488)
    • (1993) Geotechnique , vol.43 , Issue.2 , pp. 241-254
    • Finno, R.J.1
  • 76
    • 21344439688 scopus 로고
    • Scale and boundary effects on calibration chamber pile tests
    • Postdam, New York
    • Foray, P. 1991. Scale and boundary effects on calibration chamber pile tests. Proc. 1st Int. Svmp. on Calibration Chamber Testing, Postdam, New York, 147-160.
    • (1991) st Int. Svmp. on Calibration Chamber Testing , pp. 147-160
    • Foray, P.1
  • 77
    • 84868607385 scopus 로고    scopus 로고
    • Yeild, strength and critical state of a tropical saturated soil
    • forthcoming paper
    • Futai, M.M.; Almeida, M.S.S. & Lacerda, W.A. 2004. Yeild, strength and critical state of a tropical saturated soil. Geotechnique, forthcoming paper.
    • (2004) Geotechnique
    • Futai, M.M.1    Almeida, M.S.S.2    Lacerda, W.A.3
  • 80
    • 0000651720 scopus 로고
    • Conceptual bases for a constitutive model for bonded soils and weak rocks
    • Athens
    • Gens, A. & Nova, R. 1993. Conceptual bases for a constitutive model for bonded soils and weak rocks. Proc. 1st Int. Symp. on the Geotech. of Hard Soils - Soft Rocks, Athens, Vol. 1: 485-494.
    • (1993) st Int. Symp. on the Geotech. of Hard Soils - Soft Rocks , vol.1 , pp. 485-494
    • Gens, A.1    Nova, R.2
  • 85
    • 0001354018 scopus 로고
    • In situ measurement of soil properties with the pressuremeter
    • Gibson, R.E. & Anderson, W.F. 1961. In situ measurement of soil properties with the pressuremeter. Civil Engng and Public Works Review, 56: 615-618.
    • (1961) Civil Engng and Public Works Review , vol.56 , pp. 615-618
    • Gibson, R.E.1    Anderson, W.F.2
  • 87
    • 0020642586 scopus 로고
    • Anisotropic elasticity of a natural clay
    • Graham, J. & Houlsby, G.T. 1983. Anisotropic elasticity of a natural clay. Geotechnique, 33(2): 165-180.
    • (1983) Geotechnique , vol.33 , Issue.2 , pp. 165-180
    • Graham, J.1    Houlsby, G.T.2
  • 88
    • 0020974953 scopus 로고
    • Time effects on the stress-strain behaviour of natural soft clays
    • Graham, J.; Crooks, J.H.A. & Bell, A.L. 1983. Time effects on the stress-strain beahviour of natural soft clays. Geotechnique, 33(3):327-340. (Pubitemid 13602759)
    • (1983) Geotechnique , vol.33 , Issue.3 , pp. 327-340
    • Graham, J.1    Crooks, J.H.A.2    Bell, A.L.3
  • 91
    • 0026835793 scopus 로고
    • Numerical undrained strength of clay in normally consolidated state and in the field
    • Hanzawa, H. & Tanakaz, H. 1992. Numerical undrained strength of clay in normally consolidated state and in the field. Soils & Found., 32(1):132-148.
    • (1992) Soils & Found. , vol.32 , Issue.1 , pp. 132-148
    • Hanzawa, H.1    Tanakaz, H.2
  • 93
    • 0000794866 scopus 로고
    • Vibration modulus of normally consolidated clay
    • Hardin, B.O. & Black, W.L. 1968 Vibration modulus of normally consolidated clay. J. Soil Mech. Found. Div., ASCE, 95-SM6, 1531-1537.
    • (1968) J. Soil Mech. Found. Div., ASCE , vol.95 SM6 , pp. 1531-1537
    • Hardin, B.O.1    Black, W.L.2
  • 97
    • 0346349205 scopus 로고
    • Discussion on "a state parameter for sands"
    • Hird, C.C. & Hassona, F. 1986. Discussion on "A state parameter for sands". Géotechnique, 36(1): 124-127.
    • (1986) Géotechnique , vol.36 , Issue.1 , pp. 124-127
    • Hird, C.C.1    Hassona, F.2
  • 98
    • 0002999806 scopus 로고    scopus 로고
    • Advanced interpretation of field tests
    • Balkema
    • Houlsby, G.T. 1998. Advanced interpretation of field tests, Geotech. Site Charact., ISC'98, Balkema, 1, 99-112.
    • (1998) Geotech. Site Charact., ISC'98 , vol.1 , pp. 99-112
    • Houlsby, G.T.1
  • 99
    • 0024187676 scopus 로고
    • Calibration tests of a cone penetrometer in sand
    • Houlsby, G.T & Hitchman, R. 1988. Calibration chamber tests of a cone penetrometer in sand. Geotechnique, 38:575-587.
    • (1988) Geotechnique , vol.38 , pp. 575-587
    • Houlsby, G.T.1    Hitchman, R.2
  • 100
    • 0024187676 scopus 로고
    • Analysis of the cone pressuremeter test in clay
    • Houlsby, G.T. & Withers, N.J. 1988. Analysis of the cone pressuremeter test in clays. Geotechnique, 38 (4): 575-587 (Pubitemid 20597389)
    • (1988) Geotechnique , vol.38 , Issue.4 , pp. 575-587
    • Houlsby, G.T.1    Withers, N.J.2
  • 101
    • 0027790381 scopus 로고
    • The effects of pressuremeter geometry on the results of tests in clay
    • Houlsby, G.T & Carter, J.P. 1993. The effect of pressuremeter geometry on the results of tests in clays. Geotechnique, 43:567-576. (Pubitemid 24399379)
    • (1993) Geotechnique , vol.43 , Issue.4 , pp. 567-576
    • Houlsby, G.T.1    Carter, J.P.2
  • 103
    • 0024856593 scopus 로고
    • Strain path analysis for arbitrary three dimensional penetrometers
    • Huang, A.B. 1989. Strain path analysis for arbitrary three dimensional penetrometers. Int. J. Num. and Anal. Methods in Geomech., 13:551-564.
    • (1989) Int. J. Num. and Anal. Methods in Geomech. , vol.13 , pp. 551-564
    • Huang, A.B.1
  • 104
    • 0028192924 scopus 로고
    • An analytical study of cone penetration tests in granular material
    • Huang, A.B. & Ma, M.Y. 1994. An analytical study of cone penetration tests in granular material. Can. Geotech. J, 31:91-103. (Pubitemid 24403080)
    • (1994) Canadian Geotechnical Journal , vol.31 , Issue.1 , pp. 91-103
    • An-Bin Huang1    Ma, M.Y.2
  • 105
    • 79955909426 scopus 로고    scopus 로고
    • Advanced calibration for cone penetration testing in cohesionless soils
    • Milpress, Porto
    • Huang, A.B. & Hsu, H.H. 2004. Advanced calibration chamber for cone penetration testing in cohesionless soils. 2nd Int. Conf. on Site Charact., Milpress, Porto, 1: 147-166.
    • (2004) nd Int. Conf. on Site Charact. , vol.1 , pp. 147-166
    • Huang, A.B.1    Hsu, H.H.2
  • 109
    • 0000975452 scopus 로고
    • Theme Lecture: Design parameters, from theory to practice
    • Jamiolkowski, M., Leroueil, S. &3, D.C.F. 1991. Theme Lecture: Design parameters, from theory to practice. Proc. Geo-Coast'91, Yokohama. Vol.2 : 877-917.
    • (1991) Proc. Geo-Coast'91, Yokohama , vol.2 , pp. 877-917
    • Jamiolkowski, M.1    Leroueil, S.D.C.F.2
  • 113
    • 79952307531 scopus 로고    scopus 로고
    • Geotechnical characterization of Holocene and Pleistocene Messina sand and gravel deposits
    • Singapore. Balkema Publishers
    • Jamiolkowski, M. & Lo Presti, D. C. F. 2003. Geotechnical characterization of Holocene and Pleistocene Messina sand and gravel deposits. Charact. and Engng. Properties of Natural Soils, Singapore. Balkema Publishers, 2: 1087-11120.
    • (2003) Charact. and Engng. Properties of Natural Soils , vol.2 , pp. 1087-11120
    • Jamiolkowski, M.1    Lo Presti, D.C.F.2
  • 118
    • 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 & Found., 32(2): 111-124. (Pubitemid 23567764)
    • (1992) Soils and Foundations , vol.32 , Issue.2 , pp. 111-124
    • Jardine, R.J.1
  • 119
    • 0021498876 scopus 로고
    • 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(3): 323-340. (Pubitemid 15600740)
    • (1984) Geotechnique , vol.34 , Issue.3 , pp. 323-340
    • Jardine, R.J.1    Symes, M.J.2    Burland, J.B.3
  • 121
    • 0024165825 scopus 로고
    • Determination of horizontal geostatic stress in clay with self-bored pressuremeter
    • Jefferies, M. G. 1988. Determination of horizontal geostatic stress in clay with self-bored pressuremeter. Can. Geotech. J., 25, pp. 559-573. (Pubitemid 18664901)
    • (1988) Canadian geotechnical journal , vol.25 , Issue.3 , pp. 559-573
    • Jefferies, M.G.1
  • 122
    • 0034253972 scopus 로고    scopus 로고
    • Implications for critical state theory from isotropic compression of sand
    • Jefferies. M. G. & Been, K. 2000. Implications for critical state theory from isotropic compression of sand. Geotechnique, 50(4):419-429. (Pubitemid 30648152)
    • (2000) Geotechnique , vol.50 , Issue.4 , pp. 419-429
    • Jefferies, M.1    Been, K.2
  • 123
    • 0542417392 scopus 로고
    • Evaluation of undrained shear strength of cohesive soil using a flat dilatometer
    • Kamey. T. & Iwasaki, K. 1995. Evaluation of undrained shear strength of cohesive soil using a flat dilatometer. Soils & Found., 35(2): 111-116.
    • (1995) Soils & Found. , vol.35 , Issue.2 , pp. 111-116
    • Kamey, T.1    Iwasaki, K.2
  • 126
    • 0023526193 scopus 로고
    • Piezo-friction-cone penetrometer testing in soft clays
    • Konrad, J.M. 1987. Piezo-friction-cone penetrometer testing in soft clays. Can. Geotech. J., 24:645-652.
    • (1987) Can. Geotech. J. , vol.24 , pp. 645-652
    • Konrad, J.M.1
  • 127
    • 0031076331 scopus 로고    scopus 로고
    • In situ sand state from CPT: Evaluation of a unified approach at two canlex sites
    • Konrad, J.M. 1997. In situ sand state from CPT: evaluation of a unified approach at two canlex sites. Can. Geotech. J., 34(1): 120-130.
    • (1997) Can. Geotech. J. , vol.34 , Issue.1 , pp. 120-130
    • Konrad, J.M.1
  • 128
    • 0032052055 scopus 로고    scopus 로고
    • Sand state from cone penetrometer tests: A framework considering grain crushing stress
    • Konrad, J.M. 1998. Sand state from cone penetrometer tests: a framework considering grain crushing stress. Geotechnique, 48(2):201-216.
    • (1998) Geotechnique , vol.48 , Issue.2 , pp. 201-216
    • Konrad, J.M.1
  • 130
    • 0004085771 scopus 로고
    • Manual of estimating soil properties for foundation design
    • Cornell University, Ithaca
    • Kulhawy, F.H. & Mayne, P.W. 1990. Manual of estimating soil properties for foundation design. Geotech. Engng. Group, Cornell University, Ithaca.
    • (1990) Geotech. Engng. Group
    • Kulhawy, F.H.1    Mayne, P.W.2
  • 132
    • 0000027404 scopus 로고
    • Behaviour of circular footings and plate anchors embedded in permafrost
    • Ladanyi, B. & Johnston, G.H. 1974. Behaviour of circular footings and plate anchors embedded in permafrost. Can. Geotech. J., 11:531-553.
    • (1974) Can. Geotech. J. , vol.11 , pp. 531-553
    • Ladanyi, B.1    Johnston, G.H.2
  • 133
    • 0026143052 scopus 로고
    • Stability evaluation during staged construction
    • Ladd. C.C. 1991. Stability evaluation during staged construction. J. Geotech. Engng. Div., ASCE, 117(4) : 540-615.
    • (1991) J. Geotech. Engng. Div., ASCE , vol.117 , Issue.4 , pp. 540-615
    • Ladd, C.C.1
  • 135
    • 0029415875 scopus 로고
    • An experimental and theoretical study of the behaviour of a calcarenite in triaxial compression
    • Lagoia, R. & Nova, R. 1995. An experimental and theoretical study of the behaviour of a calcarenite in triaxial compression. Géotechnique, 45(4): 633-648. (Pubitemid 26460580)
    • (1995) Geotechnique , vol.45 , Issue.4 , pp. 633-648
    • Lagioia, R.1    Nova, R.2
  • 137
    • 0025676842 scopus 로고
    • The general and congruent effects of structure in natural soils and weak rocks
    • Leroueil, S. & Vaughan, P.R. 1990. The general and congruent effects of structure in natural soils and weak rocks. Géotechnique 40, No. 3, 467-488.
    • (1990) Géotechnique , vol.40 , Issue.3 , pp. 467-488
    • Leroueil, S.1    Vaughan, P.R.2
  • 141
    • 0022879052 scopus 로고
    • Consolidation after undrained piezocone penetration
    • Levadoux, J.-N. & Baligh, M.M. 1986. Consolidation after undrained piezocone penetration. J. of Geotech. Engng., ASCE, 112(7): 707-726.
    • (1986) J. of Geotech. Engng., ASCE , vol.112 , Issue.7 , pp. 707-726
    • Levadoux, J.-N.1    Baligh, M.M.2
  • 142
    • 0034253834 scopus 로고    scopus 로고
    • Dilantancy for cohesionless soils
    • Li, S.S. & Dafalias, Y.F. 2000. Dilantancy for cohesionless soils. Geotechnique, 52 (3): 449-460.
    • (2000) Geotechnique , vol.52 , Issue.3 , pp. 449-460
    • Li, S.S.1    Dafalias, Y.F.2
  • 149
    • 0013085055 scopus 로고
    • SPT, CPT, pressuremeter testing and recent developments on in-situ testing of soils
    • Rio de Janeiro
    • Lunne, T.; Lacasse, S. & Rad, N.S. 1989. SPT, CPT, pressuremeter testing and recent developments on in-situ testing of soils. Proc. XII ICSMFE, Rio de Janeiro.
    • (1989) Proc. XII ICSMFE
    • Lunne, T.1    Lacasse, S.2    Rad, N.S.3
  • 153
    • 0000719406 scopus 로고    scopus 로고
    • The flat dilatometer: Design applications. Keynote Lecture
    • Cairo
    • Marchetti, S. 1997. The flat dilatometer: design applications. Keynote Lecture. Proc. 3rd Int. Geotech. Engng Conf, Cairo, 421-448.
    • (1997) rd Int. Geotech. Engng Conf , pp. 421-448
    • Marchetti, S.1
  • 156
    • 0003419893 scopus 로고
    • Pressuremeter testing: Methods and interpretation
    • Buterworths, UK
    • Mair, R.J. & Wood, D.E. 1987. Pressuremeter testing: Methods and interpretation. Ciria Report, Buterworths, UK, 160p.
    • (1987) Ciria Report , pp. 160
    • Mair, R.J.1    Wood, D.E.2
  • 157
    • 0024683260 scopus 로고
    • Stress-strain relationships from drained self-boring pressuremeter test in sand
    • Manassero, M. 1989. Stress-strain relationships from drained self-boring pressuremeter test in sand. Géotechnique 39 (2), 293-308.
    • (1989) Géotechnique , vol.39 , Issue.2 , pp. 293-308
    • Manassero, M.1
  • 159
    • 0036622684 scopus 로고    scopus 로고
    • Cavity expansion in dilatant cohesive-frictional soils
    • Mantaras, F.M. & Schnaid, F. 2002. Cavity expansion in dilatant cohesive-frictional soils. Geotechnique, 52 (5), 337-348.
    • (2002) Geotechnique , vol.52 , Issue.5 , pp. 337-348
    • Mantaras, F.M.1    Schnaid, F.2
  • 164
    • 0024165106 scopus 로고
    • Profiling of OCR in clays by field vane
    • Mayne, P.W. & Mitchell, J.K. 1988. Profiling of OCR in clays by field vane. Can. Geotech. J., 25(1): 150-157.
    • (1988) Can. Geotech. J. , vol.25 , Issue.1 , pp. 150-157
    • Mayne, P.W.1    Mitchell, J.K.2
  • 166
    • 0021644964 scopus 로고
    • Time-dependent strength gain in freshly deposited or densified sand
    • Mitchell. J.K. & Solymar, Z.V. 1984. Time-dependent strength gain in freshly deposited or densified sand. J. of Geotech. Engng., ASCE, 110(11): 1559-1576.
    • (1984) J. of Geotech. Engng., ASCE , vol.110 , Issue.11 , pp. 1559-1576
    • Mitchell, J.K.1    Solymar, Z.V.2
  • 167
    • 0025664574 scopus 로고
    • Strain dependent moduli and pressuremeter tests
    • Muir Wood, D. 1990. Strain dependent moduli and pressuremeter tests. Geotechnique, 40(3):509-512.
    • (1990) Geotechnique , vol.40 , Issue.3 , pp. 509-512
    • Muir Wood, D.1
  • 169
    • 84885004125 scopus 로고
    • Calibration tests on the cone pessuremeter in carbonate sand
    • Potsdam, New York
    • Nutt, N.R.F. & Houlsby, G.T. 1992. Calibration tests on the cone pessuremeter in carbonate sand. Int. Symp. Calib. Chamber Testing. Potsdam, New York, 265-276.
    • (1992) Int. Symp. Calib. Chamber Testing , pp. 265-276
    • Nutt, N.R.F.1    Houlsby, G.T.2
  • 170
    • 0002994239 scopus 로고
    • Experimental study of anisotropic shear strength of sand by plane strain test
    • Oda, M.; Koishikawa, I. & Higuchi, T. 1978. Experimental study of anisotropic shear strength of sand by plane strain test. Soils and found. 18, No. 1, 25-38.
    • (1978) Soils and Found. , vol.18 , Issue.1 , pp. 25-38
    • Oda, M.1    Koishikawa, I.2    Higuchi, T.3
  • 171
    • 26844549517 scopus 로고    scopus 로고
    • PhD Thesis, Porto Alegre Federal University of Rio Grande do Sul, In Portuguese
    • Odebrecht, E. 2003. Energy Measurements in SPT Test, PhD Thesis, Porto Alegre Federal University of Rio Grande do Sul, In Portuguese. pp203.
    • (2003) Energy Measurements in SPT Test , pp. 203
    • Odebrecht, E.1
  • 175
    • 0033212776 scopus 로고    scopus 로고
    • Formulation of an unified constitutive model for clays and sands
    • Pestana, J.M. & Whitle, A.J. 1999. Formulation of an unified constitutive model for clays and sands. Int. J. Num. and Anal. Methods in Geomech., 23:21 15-2143.
    • (1999) Int. J. Num. and Anal. Methods in Geomech. , vol.23 , Issue.21 , pp. 15-2143
    • Pestana, J.M.1    Whitle, A.J.2
  • 176
    • 0010820392 scopus 로고
    • Interpretation of the Marchetti dilatometer test in UK clays
    • Birmingham
    • Powell, J.J.M & Uglow, I.M. 1988. Interpretation of the Marchetti dilatometer test in UK clays. Proc. on Penetration Testing in the UK., Birmingham. 121-125.
    • (1988) Proc. on Penetration Testing in the UK. , pp. 121-125
    • Powell, J.J.M.1    Uglow, I.M.2
  • 177
    • 84868606182 scopus 로고    scopus 로고
    • Small strain stiffness assessments from in situ tests
    • Milpress, Porto
    • Powell, J.J.M & Butcher, A.P. 2004. Small strain stiffness assessments from in situ tests. 2nd Int. Conf. on Site Charact., Milpress, Porto, 2:1717-1729.
    • (2004) nd Int. Conf. on Site Charact. , vol.2 , pp. 1717-1729
    • Powell, J.J.M.1    Butcher, A.P.2
  • 179
    • 33747374182 scopus 로고    scopus 로고
    • Characterisation of soft sediments for offshore applications
    • Milpress, Porto
    • Randolph, M. F. 2004. Characterisation of soft sediments for offshore applications. 2nd Int. Conf. on Site Charact, Milpress, Porto, 1: 209-232.
    • (2004) nd Int. Conf. on Site Charact , vol.1 , pp. 209-232
    • Randolph, M.F.1
  • 181
    • 0021598564 scopus 로고
    • Limiting pressure on a circular pile loaded laterally in cohesive soil
    • Randolph, M. F. & Houlsby, G.T. 1984. The limiting pressure on a circular pile loaded laterally in a cohesive soil. Geotechnique, 34(4):613-623. (Pubitemid 15436216)
    • (1984) Geotechnique , vol.34 , Issue.4 , pp. 613-623
    • Randolph, M.F.1    Houlsby, G.T.2
  • 185
    • 0008758101 scopus 로고
    • Correlation of initial tangent modulus and cone resistance
    • Potsdam, USA
    • Rix, G.J. & Stokes, K.H. 1992. Correlation of initial tangent modulus and cone resistance. Int. Symp. Calibration Chamber Testing, Potsdam, USA: 351-362.
    • (1992) Int. Symp. Calibration Chamber Testing , pp. 351-362
    • Rix, G.J.1    Stokes, K.H.2
  • 190
    • 84868607570 scopus 로고    scopus 로고
    • SPT, CPT and CH tests results on saprolitic soils from Guarda, Portugal
    • Milpress, Porto
    • Rodrigues, C.M.G. & Lemos, L.J.L. 2004. SPT, CPT and CH tests results on saprolitic soils from Guarda, Portugal. 2nd Int. Conf. on Site Charact., Milpress, Porto, 2:1345-1352.
    • (2004) nd Int. Conf. on Site Charact. , vol.2 , pp. 1345-1352
    • Rodrigues, C.M.G.1    Lemos, L.J.L.2
  • 191
    • 0034100589 scopus 로고    scopus 로고
    • A kinematic hardening constitutive model for natural clays with loss of structure
    • Rouainia, M. & Muir Wood, D. 2000. A kinematic hardening constitutive model for natural clays with loss of structure. Geotechnique, 50(2): 153-164. (Pubitemid 30250142)
    • (2000) Geotechnique , vol.50 , Issue.2 , pp. 153-164
    • Rouainia, M.1    Wood, D.M.2
  • 192
    • 0002724115 scopus 로고
    • On the generalized stress-strain behaviour of 'wet' clay
    • Cambridge
    • Roscoe, K.H. & Burland, J.B. 1968. On the generalized stress-strain behaviour of 'wet' clay. Proc. Symp. on Plasticity, Cambridge: 535-610.
    • (1968) Proc. Symp. on Plasticity , pp. 535-610
    • Roscoe, K.H.1    Burland, J.B.2
  • 193
    • 0038344412 scopus 로고    scopus 로고
    • Isotropic yielding in an artificially cemented soil cured under stress
    • DOI 10.1680/geot.53.5.493.37508
    • Rotta, G.V.; Consoli, N.C., Pritto, P.D.M., Coop, M.R.; & Graham, J. 2003. Isotropic Yielding in an Artificially Cemented Soil Cured Under Stress. Géotechnique. 53(5): 493-501. (Pubitemid 36810676)
    • (2003) Geotechnique , vol.53 , Issue.5 , pp. 493-501
    • Rotta, G.V.1    Consoli, N.C.2    Prietto, P.D.M.3    Coop, M.R.4    Graham, J.5
  • 194
    • 0000738064 scopus 로고
    • The stress-dilatancy relation for static equilibrium of an assembly of particles in contact
    • London
    • Rowe, P.W. 1962. The stress-dilatancy relation for static equilibrium of an assembly of particles in contact. Proc. Royal Soc. London, A269, 500-527.
    • (1962) Proc. Royal Soc. , vol.A269 , pp. 500-527
    • Rowe, P.W.1
  • 195
    • 0002656820 scopus 로고
    • Stress-dilatancy, earth pressure and slopes
    • Rowe, P.W. 1963. Stress-dilatancy, earth pressure and slopes. J. Soil Mech. Found. Div. ASCE 89, SM3, 37-61.
    • (1963) J. Soil Mech. Found. Div. ASCE , vol.89 , Issue.SM3 , pp. 37-61
    • Rowe, P.W.1
  • 198
    • 10244273126 scopus 로고
    • Triaxial and direct shear test in a Gneiss residual soil
    • COPPE, RJ
    • Sandroni, S.S. & Maccarini, M. 1981 Triaxial and direct shear test in a Gneiss residual soil. Brazilian Symp. on Tropical Soils, COPPE, RJ, 324-339.
    • (1981) Brazilian Symp. on Tropical Soils , pp. 324-339
    • Sandroni, S.S.1    MacCarini, M.2
  • 200
    • 24244480926 scopus 로고
    • Guidelines for using CPT, CPTU and Marchetti DMT for geotechnical design. Report FHWA-PA-87-022+84-24
    • USA
    • Schmertmann, J.H. 1988. Guidelines for using CPT, CPTU and Marchetti DMT for geotechnical design. Report FHWA-PA-87-022+84-24, Office of Research and Special Studies, USA.
    • (1988) Office of Research and Special Studies
    • Schmertmann, J.H.1
  • 201
    • 0026219667 scopus 로고
    • The mechanical aging of soils
    • Schmertmann, J.H. 1991. The mechanical aging of soils. J. of Geotech. Engng., ASCE, 117(9): 1288-1330.
    • (1991) J. of Geotech. Engng., ASCE , vol.117 , Issue.9 , pp. 1288-1330
    • Schmertmann, J.H.1
  • 203
    • 0026358328 scopus 로고
    • Assessment of chamber size effects in the calibration of in situ tests in sand
    • Schnaid, F. & Houlsby, G.T. 1991. An assessment of chamber size effects in the calibration of in situ tests in sand; Geotechnique, 41 (4), 437-445. (Pubitemid 21732430)
    • (1991) Geotechnique , vol.41 , Issue.3 , pp. 437-445
    • Schnaid, F.1    Houlsby, G.T.2
  • 204
    • 0027100010 scopus 로고
    • Measurement of the proprieties of sand in a calibration by cone pressuremeter test
    • Schnaid, F.; Houlsby, G. T. 1992. Measurement of the proprieties of sand in a calibration chamber by cone pressuremeter test, Geotechnique, 42 (4), 578-601.
    • (1992) Geotechnique , vol.42 , Issue.4 , pp. 578-601
    • Schnaid, F.1    Houlsby, G.T.2
  • 205
    • 0028184571 scopus 로고
    • Interpretation of shear moduli from cone pressuremeter tests in sand
    • Schnaid, F. & Houlsby, G.T. 1994. Interpretation of shear moduli from cone-pressuremeter tests in sand; Geotechnique, 44 (1), 147-164. (Pubitemid 24400636)
    • (1994) Geotechnique , vol.44 , Issue.1 , pp. 147-164
    • Houlsby, G.T.1    Schnaid, F.2
  • 206
    • 0344873135 scopus 로고    scopus 로고
    • Cavity expansion in cemented materials: Structure degradation effects
    • DOI 10.1680/geot.53.9.797.37421
    • Schnaid, F. & Mantaras, F.M. 2003 Cavity expansion in cemented materials: structure degradation effects. Geotechnique, 53 (9): 797-807. (Pubitemid 37453772)
    • (2003) Geotechnique , vol.53 , Issue.9 , pp. 797-807
    • Schnaid, F.1    Mantaras, F.M.2
  • 207
    • 79952287283 scopus 로고    scopus 로고
    • Interpretation of pressuremeter tests in a gneiss residual soil from Sao Paulo, Brazil
    • Milpress, Porto
    • Schnaid, F. & Mantaras, F.M. 2004. Interpretation of pressuremeter tests in a gneiss residual soil from Sao Paulo, Brazil. 2nd Int. Conf. on Site Charact., Milpress, Porto, 2: 1353-1360.
    • (2004) nd Int. Conf. on Site Charact. , vol.2 , pp. 1353-1360
    • Schnaid, F.1    Mantaras, F.M.2
  • 208
    • 84868603610 scopus 로고    scopus 로고
    • Theoretical interpretation of the seismic cone test in granular soils
    • Forthcoming paper
    • Schnaid, F. & Yu, H. S. 2005. Theoretical Interpretation of the Seismic Cone Test in Granular Soils. Geotecnique. Forthcoming paper.
    • (2005) Geotecnique
    • Schnaid, F.1    Yu, H.S.2
  • 210
    • 34147187086 scopus 로고    scopus 로고
    • In situ test characterisation of unusual geomaterials
    • Milpress, Porto
    • Schnaid, F.; Lehane, B.M. & Fahey. M. 2004. In situ test characterisation of unusual geomaterials. 2nd Int. Conf. on Site Charact., Milpress, Porto, 1: 49-74.
    • (2004) nd Int. Conf. on Site Charact. , vol.1 , pp. 49-74
    • Schnaid, F.1    Lehane, B.M.2    Fahey, M.3
  • 212
    • 0031126765 scopus 로고    scopus 로고
    • Predictions of the coefficient of consolidation from piezocone tests
    • Schnaid, F.; Sills, G.C.; Soares, J.M. & Nyirenda, Z. 1997. Predictions of the coefficient of consolidation from piezocone tests. Can. Geotech. J. Vol 34, No 2, 143-159.
    • (1997) Can. Geotech. J. , vol.34 , Issue.2 , pp. 143-159
    • Schnaid, F.1    Sills, G.C.2    Soares, J.M.3    Nyirenda, Z.4
  • 219
    • 0030403487 scopus 로고    scopus 로고
    • Rate dependent undrained behavior of saturated clay
    • Sheahan, T.C., Ladd, C.C. & Germaine, J.T. 1996. Rate dependent undrained behavior of saturated clay. J. Geotech. Engng., ASCE, 122(2): 99-108.
    • (1996) J. Geotech. Engng., ASCE , vol.122 , Issue.2 , pp. 99-108
    • Sheahan, T.C.1    Ladd, C.C.2    Germaine, J.T.3
  • 220
    • 0031208506 scopus 로고    scopus 로고
    • Elastic shear modulus of soft clays from shear wave velocity measurement
    • Shibuya, S.; Hwang, S.C. & Mitachi, T. 1997. Elastic shear modulus of soft clays from shear wave velocity measurement. Geotechnique, 47(3):593-601.
    • (1997) Geotechnique , vol.47 , Issue.3 , pp. 593-601
    • Shibuya, S.1    Hwang, S.C.2    Mitachi, T.3
  • 223
    • 34047261005 scopus 로고    scopus 로고
    • In situ seismic servey in characterising engineering properties of natural ground
    • Milpress, Porto
    • Shibuya, S; Yamashita, S.; Watabe, Y. & Lo Presti, D.C.F. 2004. In situ seismic servey in characterising engineering properties of natural ground.. 2ndInt. Conf. on Site Charact., Milpress, Porto, 1: 167-185.
    • (2004) ndInt. Conf. on Site Charact. , vol.1 , pp. 167-185
    • Shibuya, S.1    Yamashita, S.2    Watabe, Y.3    Lo Presti, D.C.F.4
  • 224
    • 0034173846 scopus 로고    scopus 로고
    • Use of piezocone to predict maximum stiffness of Venetian soils
    • Simonini, P. & Cola, S. 2000. Use of piezocone to predict maximum stiffness of Venetian soils. J. Geotech. and Geoenvironm. Engng., ASCE, 126(4)378-381.
    • (2000) J. Geotech. and Geoenvironm. Engng., ASCE , vol.126 , Issue.4 , pp. 378-381
    • Simonini, P.1    Cola, S.2
  • 226
    • 84866950417 scopus 로고
    • Standard penetration test procedures and effects in sands of overburden pressure, relative density, particle size, aging and over consolidation
    • Skempton, A. W. 1986. Standard penetration test procedures and effects in sands of overburden pressure, relative density, particle size, aging and over consolidation. Géotechnique, 36 (3), 425-447.
    • (1986) Géotechnique , vol.36 , Issue.3 , pp. 425-447
    • Skempton, A.W.1
  • 228
    • 0025570820 scopus 로고
    • Radial expansion of cylindrical cavities in sandy soils: Application to pressuremeter tests
    • Sousa Coutinho, A.G.F 1990. Radial expansion of cylindrical cavities in sandy soils: application to pressuremeter tests. Can. Geotech. J., 27:737-748.
    • (1990) Can. Geotech. J. , vol.27 , pp. 737-748
    • Sousa Coutinho, A.G.F.1
  • 232
    • 21644470670 scopus 로고    scopus 로고
    • The contributions of in situ geophysical measurements to solving geotechnical engineering problems
    • Milpress, Porto
    • Stokoe, K.H.II; Joh, S.H & Woods, R.D. 2004. The contributions of in situ geophysical measurements to solving geotechnical engineering problems. 2ndInt. Conf. on Site Charact, Milpress, Porto, 1: 97-132.
    • (2004) ndInt. Conf. on Site Charact , vol.1 , pp. 97-132
    • Stokoe II, K.H.1    Joh, S.H.2    Woods, R.D.3
  • 233
    • 0036471178 scopus 로고    scopus 로고
    • Influence of strength anisotrophy on Piezocone resistance in clay
    • DOI 10.1061/(ASCE)1090-0241(2002)128:2(166)
    • Su, S.F. & Liao, H.J 2002. Influence of strength anisotropy on piezocone resistance in clay. J. Geotech. And Geoenvironm. Engng., ASCE, 128(2):166-173. (Pubitemid 34152841)
    • (2002) Journal of Geotechnical and Geoenvironmental Engineering , vol.128 , Issue.2 , pp. 166-173
    • Su, S.F.1    Liao, H.J.2
  • 239
    • 0002793392 scopus 로고
    • "State-of-the-Art on" Laboratory and in situ stress-strain-time behavior of soft clays
    • Mexico City
    • Tavenas, F. & Leroueil, S. 1987. State-of-the-Art on "Laboratory and in situ stress-strain-time behavior of soft clays". Proc. Int. Symp. on Geotech. Engng. of Soft Soils, Mexico City, Vol. 2: 1-46.
    • (1987) Proc. Int. Symp. on Geotech. Engng. of Soft Soils , vol.2 , pp. 1-46
    • Tavenas, F.1    Leroueil, S.2
  • 241
    • 0025919875 scopus 로고
    • An analytical study of the cone penetration test in clay
    • Teh, C.I. & Houlsby, G.T. 1991. An analytical study of the cone penetration test in clay. Géotechnique, 41(1): 17-34.
    • (1991) Géotechnique , vol.41 , Issue.1 , pp. 17-34
    • Teh, C.I.1    Houlsby, G.T.2
  • 242
    • 0004278414 scopus 로고
    • Foundation design and construction
    • Tomlinson, M.J. 1969. Foundation design and construction. Pitman Publishing, 2:785.
    • (1969) Pitman Publishing , vol.2 , pp. 785
    • Tomlinson, M.J.1
  • 243
    • 0001799436 scopus 로고
    • The pore pressure probe
    • Oslo, Foredrag 34.1-34.15. Troedheim, Norway
    • Torstensson, B. A. 1977. The pore pressure probe. Norsk Jord-Og Fjellteknisk Forbund. Oslo, Foredrag 34.1-34.15. Troedheim, Norway.
    • (1977) Norsk Jord-Og Fjellteknisk Forbund
    • Torstensson, B.A.1
  • 245
    • 0018431534 scopus 로고
    • Strain rate behaviour of Saint-Jean-Vianney clay
    • Vaid, Y.P., Robertson, P.K. & Campanella, R.G. 1979. Strain rate behaviour of Saint-Jean-Vianney clay. Can. Geotech. J., 16(1): 34-42.
    • (1979) Can. Geotech. J. , vol.16 , Issue.1 , pp. 34-42
    • Vaid, Y.P.1    Robertson, P.K.2    Campanella, R.G.3
  • 246
    • 0000822629 scopus 로고
    • Mechanical and hydraulic properties of tropical lateritic and saprolitic soil, General Report
    • Brasilia
    • Vaughan. P.R. 1985. Mechanical and hydraulic properties of tropical lateritic and saprolitic soil, General Report, Int. Conf. Geomech. in Tropical Lateritic and Saprolitic Soils, Brasilia, 3: 231-263.
    • (1985) Int. Conf. Geomech. in Tropical Lateritic and Saprolitic Soils , vol.3 , pp. 231-263
    • Vaughan., P.R.1
  • 247
    • 0012438266 scopus 로고    scopus 로고
    • Engineering behaviour of weak rock: Some answers and some questions
    • Athens
    • Vaughan, P.R. 1997. Engineering behaviour of weak rock: Some answers and some questions. Proc. 1st Int. Conf. on Hard Soils and Soft Rocks, Athens, Vol. 3: 1741-1765.
    • (1997) st Int. Conf. on Hard Soils and Soft Rocks , vol.3 , pp. 1741-1765
    • Vaughan, P.R.1
  • 249
    • 0015316520 scopus 로고
    • Expansion of cavities in infinite soil mass
    • Vesic, A.S. 1972. Expansion of cavities in infinite soil mass. of Geotch. Engng. Div. ASCE, 98 (3): 265-290.
    • (1972) Of Geotch. Engng. Div. ASCE , vol.98 , Issue.3 , pp. 265-290
    • Vesic, A.S.1
  • 250
    • 0141645766 scopus 로고
    • Principles of pile foundation design
    • Durham, NC
    • Vesic, A.S. 1975 Principles of pile foundation design. Soil Mech. Series, 38, Durham, NC.
    • (1975) Soil Mech. Series , vol.38
    • Vesic, A.S.1
  • 251
    • 33748293248 scopus 로고    scopus 로고
    • Characterization and deriving engineering properties of a saprolitic soil from granite in Porto
    • Balkema
    • Viana da Fonseca, A. 2003. Characterization and deriving engineering properties of a saprolitic soil from granite in Porto. Charact. and Engng. Properties of Natural Soils, Balkema, 2. 1341-1378.
    • (2003) Charact. and Engng. Properties of Natural Soils , vol.2 , pp. 1341-1378
    • Viana Da Fonseca, A.1
  • 253
    • 0033046303 scopus 로고    scopus 로고
    • Using non-linear elasticity to obtain the engineering properties of clay - a new solution for the self boring pressuremeter test
    • Whittle, R.W. 1999. Using non-linear elasticity to obtain the engineering properties of clay - a new solution for the self-boring pressuremeter test. Ground Engng.: 30-34. (Pubitemid 29303642)
    • (1999) Ground Engineering , vol.32 , Issue.5 , pp. 30-34
    • Whittle, R.W.1
  • 255
    • 0028183942 scopus 로고
    • Formulation of MIT-E3 constitutive model for overconsolidated clays
    • Whittle, A.J. & Kavvadas, M.J. 1994. Formulation of MIT E3 constitutive model for overconsolidated clays. J. Geotech. Engng., 120(1): 173-198. (Pubitemid 24403065)
    • (1994) Journal of Geotechnical Engineering - ASCE , vol.120 , Issue.1 , pp. 173-198
    • Whittle, A.J.1    Kavvadas, M.J.2
  • 256
    • 0024738669 scopus 로고
    • Performance and analysis of cone pressuremeter tests in sands
    • Withers, N.J.; Howie, J.; Hughes, J.M.O. & Robertson, P.K. 1989. Performance and analysis of cone pressuremeter tests in sand. Geotechnique, 39:433-454. (Pubitemid 20596614)
    • (1989) Geotechnique , vol.39 , Issue.3 , pp. 433-454
    • Withers, N.J.1    Howie, J.2    Hughes, J.M.O.3    Robertson, P.K.4
  • 258
    • 0021625824 scopus 로고
    • Interpretation of in situ soil tests
    • Wroth, CP. 1984. The interpretation of in situ soil test. 24th Rankine Lecture. Géotechnique, 34 (4): 449-489. (Pubitemid 15436208)
    • (1984) Geotechnique , vol.34 , Issue.4 , pp. 449-489
    • Wroth, C.P.1
  • 259
    • 85025055347 scopus 로고
    • A stress-strain relationship for the shearing behaviour of sand
    • Wroth, CP. & Basset, N. 1965. A stress-strain relationship for the shearing behaviour of sand. Geotechnique, 15(1):32-56.
    • (1965) Geotechnique , vol.15 , Issue.1 , pp. 32-56
    • Wroth, C.P.1    Basset, N.2
  • 260
    • 85047926731 scopus 로고
    • Stress induced anisotropy in rock and its influence on wellbore stability
    • As a Multidisciplinary Science, Balkema
    • Wu, B.L.; King, M.S. & Hudson, J.A. 1991. Stress induced anisotropy in rock and its influence on wellbore stability. Rock Mech. As a Multidisciplinary Science, Balkema, 941-950.
    • (1991) Rock Mech. , pp. 941-950
    • Wu, B.L.1    King, M.S.2    Hudson, J.A.3
  • 262
    • 0442299023 scopus 로고
    • A new procedure for obtaining design parameters from pressuremeter tests
    • Yu, H.S. 1993. A new procedure for obtaining design parameters from pressuremeter tests. Australian Civil Engng. Transactions, Vol CE35(4):353-359.
    • (1993) Australian Civil Engng. Transactions , vol.CE35 , Issue.4 , pp. 353-359
    • Yu, H.S.1
  • 264
    • 33746130912 scopus 로고    scopus 로고
    • The James K. Mitchell Lecture: In situ testing: From mechanics to prediction
    • Milpress, Porto
    • nd Int. Conf. on Site Charact., Milpress, Porto, 1: 3-38.
    • (2004) nd Int. Conf. on Site Charact. , vol.1 , pp. 3-38
    • Yu, H.S.1
  • 265
    • 0025920579 scopus 로고
    • Finite cavity expansion in dilatant soils: loading analysis
    • Yu, H.S. & Houlsby, G. 1991. Finite cavity expansion in dilatant soils: loading analysis. Géotechnique 41 (2): 173-183. (Pubitemid 21683493)
    • (1991) Geotechnique , vol.41 , Issue.2 , pp. 173-183
    • Yu, H.S.1    Houlsby, G.T.2
  • 266
  • 268
    • 0030420143 scopus 로고    scopus 로고
    • Analysis of cone pressuremeter tests in sands
    • Yu, H.S.; Schnaid, F. & Collins 1996. Analysis of cone pressuremeter tests in sands. J. Geotech. Engng. 122 (8): 623-632.
    • (1996) J. Geotech. Engng. , vol.122 , Issue.8 , pp. 623-632
    • Yu, H.S.1    Schnaid, F.2    Collins3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.