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Volumn 129, Issue 8, 2003, Pages 770-773

Relating Kα to relative state parameter index

Author keywords

Cyclic loads; Laboratory tests; Sand; Shear stress

Indexed keywords

CYCLIC LOADS; LOAD TESTING; SHEAR STRESS;

EID: 0041783517     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2003)129:8(770)     Document Type: Article
Times cited : (93)

References (11)
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    • Been, K.1    Jefferies, M.G.2
  • 2
    • 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
  • 3
    • 0043150654 scopus 로고
    • Liquefaction behavior of saturated sands under uni-directional and bi-directional monotonic and cyclic simple shear loading
    • Univ. of California, Berkeley, Calif
    • Boulanger, R. W., Seed, R. B., Chan, C. K., Seed, H. B., and Sousa, J.(1991). "Liquefaction behavior of saturated sands under uni-directional and bi-directional monotonic and cyclic simple shear loading." Geotechnical Engineering Rep. No. UCB/GT/91-08, Univ. of California, Berkeley, Calif.
    • (1991) Geotechnical Engineering Rep. No. UCB/GT/91-08
    • Boulanger, R.W.1    Seed, R.B.2    Chan, C.K.3    Seed, H.B.4    Sousa, J.5
  • 6
    • 0024165836 scopus 로고
    • Interpretation of flat plate dilatometer tests in sands in terms of the state parameter
    • Konrad, J.-M. (1988). "Interpretation of flat plate dilatometer tests in sands in terms of the state parameter." Geotechnique, 38(2), 263-277.
    • (1988) Geotechnique , vol.38 , Issue.2 , pp. 263-277
    • Konrad, J.-M.1
  • 7
    • 0022923005 scopus 로고
    • Undrained monotonic and cyclic triaxial strength of sand
    • Mohamad, R., and Dobry, R. (1986). "Undrained monotonic and cyclic triaxial strength of sand." J. Geotech. Eng., 112(10), 941-958.
    • (1986) J. Geotech. Eng. , vol.112 , Issue.10 , pp. 941-958
    • Mohamad, R.1    Dobry, R.2
  • 8
    • 0020547634 scopus 로고
    • Earthquake resistant design of earth dams
    • Philadelphia, ASCE, New York
    • Seed, H. B. (1983). "Earthquake resistant design of earth dams." Proc., Seismic Design of Embankments and Caverns, Philadelphia, ASCE, New York, 46-64.
    • (1983) Proc., Seismic Design of Embankments and Caverns , pp. 46-64
    • Seed, H.B.1
  • 11
    • 0018528924 scopus 로고
    • Static shear and liquefaction potential
    • Am. Soc. Civ. Eng
    • Vaid, Y. P., and Finn, W. D. L. (1979). "Static shear and liquefaction potential." J. Geotech. Eng. Div., Am. Soc. Civ. Eng., 105(GT10), 1233-1246.
    • (1979) J. Geotech. Eng. Div. , vol.105 , Issue.10 GT , pp. 1233-1246
    • Vaid, Y.P.1    Finn, W.D.L.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.