-
1
-
-
0022736743
-
The cone penetration test in sands: Part I, state parameter interpretation
-
Been, K., Crooks, J.H., Backer, D.E., and Jeffries, M.G. (1986). "The cone penetration test in sands: part I, state parameter interpretation." Geotechnique, 36(2), 239-249.
-
(1986)
Geotechnique
, vol.36
, Issue.2
, pp. 239-249
-
-
Been, K.1
Crooks, J.H.2
Backer, D.E.3
Jeffries, M.G.4
-
2
-
-
0002541377
-
The shearing characteristics of soils and its relation to the stability of earth dams
-
January
-
Casagrande, A. (1936). "The shearing characteristics of soils and its relation to the stability of earth dams." J. of Boston Soc. of Civil Eng., January.
-
(1936)
J. of Boston Soc. of Civil Eng.
-
-
Casagrande, A.1
-
3
-
-
0004122958
-
-
Ph.D. thesis reprinted as Harvard Soil Mechanics Series No. 81, Harvard University, Cambridge MA
-
Castro, G. (1969). "Liquefaction of sands." Ph.D. thesis reprinted as Harvard Soil Mechanics Series No. 81, Harvard University, Cambridge MA, 112 pp.
-
(1969)
Liquefaction of Sands
-
-
Castro, G.1
-
4
-
-
0028826769
-
Estimating liquefaction potential of sands using the CSU piezovane
-
Charlie, W.A., Siller, T.J., Scott, C.E., Butler, W., and Doehring, D.O. (1995). "Estimating liquefaction potential of sands using the CSU piezovane." Geotechnique, 45(1), 55-67.
-
(1995)
Geotechnique
, vol.45
, Issue.1
, pp. 55-67
-
-
Charlie, W.A.1
Siller, T.J.2
Scott, C.E.3
Butler, W.4
Doehring, D.O.5
-
5
-
-
0029478960
-
Estimating the undrained strength of sand: A theoretical framework
-
Fear, C.E. and Robertson, P.K. (1995). "Estimating the undrained strength of sand: a theoretical framework." Canadian Geotechnical Journal, Vol. 32, 859-870.
-
(1995)
Canadian Geotechnical Journal
, vol.32
, pp. 859-870
-
-
Fear, C.E.1
Robertson, P.K.2
-
6
-
-
0023524511
-
Design problems in soil liquefaction
-
ASCE
-
Seed, H.B. (1987). "Design problems in soil liquefaction." J. of Geotech. Eng., ASCE, 113(8), 827-845.
-
(1987)
J. of Geotech. Eng.
, vol.113
, Issue.8
, pp. 827-845
-
-
Seed, H.B.1
-
7
-
-
0001407197
-
SPT-based analysis of cyclic pore pressure generation and undrained residual strength
-
Bi-Tech Publishing Ltd.
-
Seed, R.B. and Harder, L.F. (1990). "SPT-based analysis of cyclic pore pressure generation and undrained residual strength." Proc., H.B. Seed Memorial Symp., Bi-Tech Publishing Ltd., Vol. 2, 351-376.
-
(1990)
Proc., H.B. Seed Memorial Symp.
, vol.2
, pp. 351-376
-
-
Seed, R.B.1
Harder, L.F.2
-
8
-
-
0026946159
-
Undrained shear strength of liquefied sands for stability analysis
-
ASCE
-
Stark, T.D. and Mesri, G. (1992). "Undrained shear strength of liquefied sands for stability analysis." J. of Geotech. Eng., ASCE, 118(11), 1727-1747.
-
(1992)
J. of Geotech. Eng.
, vol.118
, Issue.11
, pp. 1727-1747
-
-
Stark, T.D.1
Mesri, G.2
-
9
-
-
0003212889
-
Shear strength of liquefied soils
-
University of Illinois at Urbana-Champaign, Urbana, Illinois
-
Stark, T.D., Olson, S.M., Kramer, S.L., and Youd, T.L. (1998). "Shear strength of liquefied soils." Proc., Workshop on Post-Liquefaction Shear Strength of Granular Soils, University of Illinois at Urbana-Champaign, Urbana, Illinois, 288 p.
-
(1998)
Proc., Workshop on Post-Liquefaction Shear Strength of Granular Soils
-
-
Stark, T.D.1
Olson, S.M.2
Kramer, S.L.3
Youd, T.L.4
-
10
-
-
0024622707
-
Evaluation of liquefaction resistance of clean sands based on high-quality undisturbed samples
-
Yoshimi, Y., Tokimatsu, K., and Hosaka, Y. (1989). "Evaluation of liquefaction resistance of clean sands based on high-quality undisturbed samples. " Soils and Foundations, 29(1), 93-104.
-
(1989)
Soils and Foundations
, vol.29
, Issue.1
, pp. 93-104
-
-
Yoshimi, Y.1
Tokimatsu, K.2
Hosaka, Y.3
-
11
-
-
0028667282
-
State parameter from self-boring pressuremeter tests in sand
-
ASCE
-
Yu, H.S. (1994). "State parameter from self-boring pressuremeter tests in sand." J. Geotech. Eng., ASCE, 120(12), 2118-2135.
-
(1994)
J. Geotech. Eng.
, vol.120
, Issue.12
, pp. 2118-2135
-
-
Yu, H.S.1
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