메뉴 건너뛰기




Volumn 122, Issue 5, 1996, Pages 374-381

Determination of drained friction angle of sands from CPT

Author keywords

[No Author keywords available]

Indexed keywords

COMPRESSIBILITY; CONE PENETRATION TEST; FRICTION ANGLE; SAND;

EID: 0030404347     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(asce)0733-9410(1996)122:5(374)     Document Type: Article
Times cited : (25)

References (30)
  • 4
    • 0347827582 scopus 로고
    • Theory of deep site static cone penetration resistance
    • Dept. of Civ. Engrg., Massachusetts Inst. of Technol. (MIT), Cambridge, Mass.
    • Baligh, M. M. (1975). "Theory of deep site static cone penetration resistance." Res. Rep. No. 875-76, Dept. of Civ. Engrg., Massachusetts Inst. of Technol. (MIT), Cambridge, Mass.
    • (1975) Res. Rep. No. 875-76
    • Baligh, M.M.1
  • 5
    • 0003678990 scopus 로고
    • Predicted and measured behavior of five spread footings on sand
    • ASCE, New York, N.Y.
    • Briaud, J. L., and Gibbens, R. M., eds. (1994). "Predicted and measured behavior of five spread footings on sand." Geotech. Spec. Publ. No. 41, ASCE, New York, N.Y.
    • (1994) Geotech. Spec. Publ. No. 41
    • Briaud, J.L.1    Gibbens, R.M.2
  • 6
    • 84889536614 scopus 로고
    • Pile group prediction symposium: Summary, Vol. I, sandy soil
    • Federal Hwy. Admin. (FHwA), Washington, D.C.
    • DiMillio, A. F. et al. (1987). "Pile group prediction symposium: summary, Vol. I, sandy soil." Rep. No. FHWA-TS-87-221, Federal Hwy. Admin. (FHwA), Washington, D.C.
    • (1987) Rep. No. FHWA-TS-87-221
    • DiMillio, A.F.1
  • 8
    • 0343914211 scopus 로고
    • Predicted and observed axial behavior of piles
    • ASCE, New York, N.Y.
    • Finno, R. (ed.). (1989). "Predicted and observed axial behavior of piles." Geotech. Spec. Publ. No. 23, ASCE, New York, N.Y.
    • (1989) Geotech. Spec. Publ. No. 23
    • Finno, R.1
  • 9
    • 0002501201 scopus 로고
    • A revised and extended formula for bearing capacity
    • Copenhagen, Denmark
    • Hansen, J. B. (1970). "A revised and extended formula for bearing capacity." Danish Geotech. Inst. Bull., No. 28, Copenhagen, Denmark.
    • (1970) Danish Geotech. Inst. Bull., No. 28
    • Hansen, J.B.1
  • 10
    • 0000610117 scopus 로고
    • Effective stress interpretation of in situ static penetration tests
    • Vol. 2.2, A. A. Balkema, Rotterdam, The Netherlands
    • Janbu, N., and Senneset, K. (1974). "Effective stress interpretation of in situ static penetration tests." Proc., Eur. Symp. on Penetration Testing, ESOPT I, Vol. 2.2, A. A. Balkema, Rotterdam, The Netherlands, 181-193.
    • (1974) Proc., Eur. Symp. on Penetration Testing, ESOPT I , pp. 181-193
    • Janbu, N.1    Senneset, K.2
  • 11
    • 0030418372 scopus 로고    scopus 로고
    • Determination of relative density from CPT using fuzzy sets
    • ASCE
    • Juang, C. H., Huang, X. H., Holtz, R. D., and Chen, J. W. (1996). "Determination of relative density from CPT using fuzzy sets." J. Geotech. Engrg., ASCE, 122(1).
    • (1996) J. Geotech. Engrg. , vol.122 , Issue.1
    • Juang, C.H.1    Huang, X.H.2    Holtz, R.D.3    Chen, J.W.4
  • 12
  • 13
    • 0019260504 scopus 로고
    • In-situ tests by flat dilatometer
    • ASCE
    • Marchetti, S. (1980). "In-situ tests by flat dilatometer." J. Geotech. Engrg., ASCE, Vol. 106, 229-321.
    • (1980) J. Geotech. Engrg. , vol.106 , pp. 229-321
    • Marchetti, S.1
  • 15
    • 84937562768 scopus 로고
    • The ultimate bearing capacity of foundations
    • London, England
    • Meyerhof, G. G. (1951). "The ultimate bearing capacity of foundations." Geotechnique, London, England, 2(4), 301-331.
    • (1951) Geotechnique , vol.2 , Issue.4 , pp. 301-331
    • Meyerhof, G.G.1
  • 16
    • 0001863590 scopus 로고
    • Some recent research on the bearing capacity of foundations
    • Ottawa, Canada
    • Meyerhof, G. G. (1963). "Some recent research on the bearing capacity of foundations." Can. Geotech. J., Ottawa, Canada, 1(1), 16-26.
    • (1963) Can. Geotech. J. , vol.1 , Issue.1 , pp. 16-26
    • Meyerhof, G.G.1
  • 18
    • 2542471147 scopus 로고
    • Estimating bearing capacity of sand from SPT values
    • ASCE
    • Parry, R. H. G. (1977). "Estimating bearing capacity of sand from SPT values." J. Geotech. Engrg. Div., ASCE, 103(9), 1014-1019.
    • (1977) J. Geotech. Engrg. Div. , vol.103 , Issue.9 , pp. 1014-1019
    • Parry, R.H.G.1
  • 19
    • 0020970495 scopus 로고
    • Interpretation of cone penetration tests. I: Sand
    • Ottawa, Canada
    • Robertson, P. K., and Campanella, R. G. (1983). "Interpretation of cone penetration tests. I: Sand." Can. Geotech. J., Ottawa, Canada, Vol. 20, 718-733.
    • (1983) Can. Geotech. J. , vol.20 , pp. 718-733
    • Robertson, P.K.1    Campanella, R.G.2
  • 20
    • 0004258674 scopus 로고
    • PhD dissertation, Dept. of Civ. Engrg., Univ. of California at Berkeley, Calif.
    • Rodrigues, R. S. (1993). "Analysis of penetration resistance in sands," PhD dissertation, Dept. of Civ. Engrg., Univ. of California at Berkeley, Calif.
    • (1993) Analysis of Penetration Resistance in Sands
    • Rodrigues, R.S.1
  • 22
    • 22044454719 scopus 로고
    • c/N ratio
    • Engrg. and Industrial Experiment Station, Univ. of Florida, Gainesville, Fla.
    • c/N ratio." Final Rep. D-636, Engrg. and Industrial Experiment Station, Univ. of Florida, Gainesville, Fla.
    • (1976) Final Rep. D-636
    • Schmertmann, J.H.1
  • 23
    • 0003512770 scopus 로고
    • Guidelines for cone penetration test, performance and design
    • Federal Hwy. Admin. (FHwA), Washington, D.C.
    • Schmertmann, J. H. (1978). "Guidelines for cone penetration test, performance and design." Rep. FHWA-TS-78-209, Federal Hwy. Admin. (FHwA), Washington, D.C.
    • (1978) Rep. FHWA-TS-78-209
    • Schmertmann, J.H.1
  • 24
    • 10044232284 scopus 로고
    • D > 1.2 and which incorporates the penetration measurement to permit calculating the plan strain friction angle
    • GPE Ltd., Gainsville, Fla.
    • D > 1.2 and which incorporates the penetration measurement to permit calculating the plan strain friction angle." DMT Dig. No. 1, GPE Ltd., Gainsville, Fla., 115-134.
    • (1983) DMT Dig. No. 1 , pp. 115-134
    • Schmertmann, J.H.1
  • 26
    • 0015316520 scopus 로고
    • Expansion of cavities in infinite soil masses
    • ASCE
    • Vesic, A. S. (1972). "Expansion of cavities in infinite soil masses." J. Soil Mech. and Found. Div., ASCE, 98(3), 265-290.
    • (1972) J. Soil Mech. and Found. Div. , vol.98 , Issue.3 , pp. 265-290
    • Vesic, A.S.1
  • 27
    • 0015566753 scopus 로고
    • Analysis of ultimate loads of shallow foundations
    • ASCE
    • Vesic, A. S. (1973). "Analysis of ultimate loads of shallow foundations." J. Soil Mech. and Found. Div., ASCE, 99(1), 45-73.
    • (1973) J. Soil Mech. and Found. Div. , vol.99 , Issue.1 , pp. 45-73
    • Vesic, A.S.1
  • 28
    • 0002992073 scopus 로고
    • Bearing capacity of shallow foundations
    • Van Nostrand Reinhold Book Co., New York, N.Y.
    • Vesic, A. S. (1974). "Bearing capacity of shallow foundations." Foundation engineering handbook, Van Nostrand Reinhold Book Co., New York, N.Y.
    • (1974) Foundation Engineering Handbook
    • Vesic, A.S.1
  • 29
    • 0141645766 scopus 로고
    • Principles of pile foundation design
    • Dept. of Civ. Engrg., Duke Univ., Durham, N.C.
    • Vesic, A. S. (1975). "Principles of pile foundation design." Duke Univ. Soil Mech. Ser. No. 38, Dept. of Civ. Engrg., Duke Univ., Durham, N.C.
    • (1975) Duke Univ. Soil Mech. Ser. No. 38
    • Vesic, A.S.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.