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Volumn 48, Issue 5, 1998, Pages 621-636

Chamber studies of the effects of pressuremeter geometry on test results in sand

Author keywords

In situ testing; Model tests; Sands; Shear strength; Site investigation

Indexed keywords

IN SITU TESTING;

EID: 0032181399     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.1998.48.5.621     Document Type: Article
Times cited : (26)

References (30)
  • 2
    • 0442330229 scopus 로고    scopus 로고
    • A calibration chamber study of self boring pressuremeter tests in sand
    • Ajalloeian, R. & Yu, H. S. (1996). A calibration chamber study of self boring pressuremeter tests in sand. 7th ANZ Conf. Geomech., Adelaide.
    • (1996) 7th ANZ Conf. Geomech., Adelaide
    • Ajalloeian, R.1    Yu, H.S.2
  • 4
    • 0022082462 scopus 로고
    • A state parameter for sands
    • Been, K. & Jefferies, M. G. (1985). A state parameter for sands. Géotechnique 35, No. 2, 99-112.
    • (1985) Géotechnique , vol.35 , Issue.2 , pp. 99-112
    • Been, K.1    Jefferies, M.G.2
  • 5
    • 0022736743 scopus 로고
    • The cone penetration test in sands. Part I: State parameter interpretation
    • Been, K., Crooks, J. H. A., Becker, D. E. & Jefferies, M. G. (1986). The cone penetration test in sands. Part I: State parameter interpretation. Géotechnique 36, No. 2, 239-249.
    • (1986) Géotechnique , vol.36 , Issue.2 , pp. 239-249
    • Been, K.1    Crooks, J.H.A.2    Becker, D.E.3    Jefferies, M.G.4
  • 6
    • 0022674149 scopus 로고
    • The strength and dilatancy of sands
    • Bolton, M. D. (1986). The strength and dilatancy of sands. Géotechnique 36, No. 1, 65-78.
    • (1986) Géotechnique , vol.36 , Issue.1 , pp. 65-78
    • Bolton, M.D.1
  • 7
    • 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. Géotechnique 36, No. 3, 349-358.
    • (1986) Géotechnique , vol.36 , Issue.3 , pp. 349-358
    • Carter, J.P.1    Booker, J.R.2    Yeung, S.K.3
  • 10
    • 0017730692 scopus 로고
    • Pressuremeter tests in sands
    • Hughes, J. M. O., Wroth, C. P. & Windle, D. (1977). Pressuremeter tests in sands. Géotechnique 27, No. 4, 455-477.
    • (1977) Géotechnique , vol.27 , Issue.4 , pp. 455-477
    • Hughes, J.M.O.1    Wroth, C.P.2    Windle, D.3
  • 11
    • 0019229735 scopus 로고
    • Laboratory studies of the pressuremeter test in sand
    • Jewell, R. J., Fahey, M. & Wroth, C. P. (1980). Laboratory studies of the pressuremeter test in sand. Géotechnique 30, No. 4, 507-531.
    • (1980) Géotechnique , vol.30 , Issue.4 , pp. 507-531
    • Jewell, R.J.1    Fahey, M.2    Wroth, C.P.3
  • 14
    • 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, No. 2, 293-308.
    • (1989) Géotechnique , vol.39 , Issue.2 , pp. 293-308
    • Manassero, M.1
  • 15
    • 85133264290 scopus 로고
    • A computer controlled hydraulic triaxial testing system
    • ASTM STP 977, Philadelphia: American Society for Testing and Materials
    • Menzies, B. K. (1988). A computer controlled hydraulic triaxial testing system. Advanced triaxial tesing of soil and rock, ASTM STP 977, pp. 82-94. Philadelphia: American Society for Testing and Materials.
    • (1988) Advanced Triaxial Tesing of Soil and Rock , pp. 82-94
    • Menzies, B.K.1
  • 16
    • 0000865823 scopus 로고
    • Undrained plane strain expansion of a cylindrical cavity in clay: A simple interpretation of the pressuremeter test
    • Palmer, A. C. (1972). Undrained plane strain expansion of a cylindrical cavity in clay: a simple interpretation of the pressuremeter test. Géotechnique 22, No. 3, 451-457.
    • (1972) Géotechnique , vol.22 , Issue.3 , pp. 451-457
    • Palmer, A.C.1
  • 17
    • 0023306729 scopus 로고
    • Factors affecting sand specimen preparation by raining
    • Rad, N. S. and Tumay, M. T. (1987). Factors affecting sand specimen preparation by raining. Geotech. Testing J. 10, No. 1, 31-37.
    • (1987) Geotech. Testing J. , vol.10 , Issue.1 , pp. 31-37
    • Rad, N.S.1    Tumay, M.T.2
  • 18
    • 0022926271 scopus 로고
    • In situ testing and its application to foundation engineering
    • Robertson, P. K. (1986). In situ testing and its application to foundation engineering. Can. Geotech. J. 23, 573-594.
    • (1986) Can. Geotech. J. , vol.23 , pp. 573-594
    • Robertson, P.K.1
  • 20
    • 0000738064 scopus 로고
    • The stress dilatancy relation for static equilibrium of an assembly of particles in contact
    • 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. Ser. A , vol.269 , pp. 500-527
    • Rowe, P.W.1
  • 22
    • 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
  • 24
    • 0021625824 scopus 로고
    • The interpretation of in situ soil tests. 24th Rankin Lecture
    • Wroth, C. P. (1984). The interpretation of in situ soil tests. 24th Rankin Lecture. Géotechnique 34 No. 4, 449-489.
    • (1984) Géotechnique , vol.34 , Issue.4 , pp. 449-489
    • Wroth, C.P.1
  • 25
    • 0025207110 scopus 로고
    • Interpretation of the pressuremeter test in clay allowing for membrane end effects and material nonhomogeneity
    • Yeung, S. K. & Carter, J. P. (1990). Interpretation of the pressuremeter test in clay allowing for membrane end effects and material nonhomogeneity. Proc. 3rd Int. Symp. Pressuremeters, Br. Geotech. Soc., Oxford, 199-208.
    • (1990) Proc. 3rd Int. Symp. Pressuremeters, Br. Geotech. Soc., Oxford , pp. 199-208
    • Yeung, S.K.1    Carter, J.P.2
  • 27
    • 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. Austr. Civ. Engng Trans. 34, 353-359.
    • (1993) Austr. Civ. Engng Trans. , vol.34 , pp. 353-359
    • Yu, H.S.1
  • 28
    • 0028667282 scopus 로고
    • State parameter from self-boring pressuremeter tests in sand
    • Yu, H. S. (1994). State parameter from self-boring pressuremeter tests in sand. J. Geotech. Engng, ASCE 120, No. 12, 2118-2135.
    • (1994) J. Geotech. Engng, ASCE , vol.120 , Issue.12 , pp. 2118-2135
    • Yu, H.S.1
  • 29
    • 0029668967 scopus 로고    scopus 로고
    • Interpretation of pressuremeter unloading tests in sands
    • Yu, H. S. (1996). Interpretation of pressuremeter unloading tests in sands. Géotechnique 46, No. 1, 17-31.
    • (1996) Géotechnique , vol.46 , Issue.1 , pp. 17-31
    • Yu, H.S.1
  • 30
    • 0025920579 scopus 로고
    • Finite cavity expansion in dilatant soils: Loading analysis
    • Yu, H. S. & Houlsby, G. T. (1991). Finite cavity expansion in dilatant soils: loading analysis. Géotechnique 41, No. 2, 173-183.
    • (1991) Géotechnique , vol.41 , Issue.2 , pp. 173-183
    • Yu, H.S.1    Houlsby, G.T.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.