-
1
-
-
0345282871
-
-
Ph.D. thesis, Dept. of Civil and Environmental Engineering, Louisiana State University, Baton Rouge, La
-
Abu-Farsakh, M. Y. (1997). “Coupled field equations for saturated soils and its application to piezocone penetration and shield tunneling.” Ph.D. thesis, Dept. of Civil and Environmental Engineering, Louisiana State University, Baton Rouge, La.
-
(1997)
Coupled Field Equations for Saturated Soils and Its Application to Piezocone Penetration and Shield Tunneling
-
-
Abu-Farsakh, M.Y.1
-
2
-
-
0032193774
-
Numerical analysis of the miniature piezocone penetration tests (PCPT) in cohesive soils
-
Abu-Farsakh, M. Y., Voyiadjis, G. Z., and Tumay, M. T. (1998). “Numerical analysis of the miniature piezocone penetration tests (PCPT) in cohesive soils.” Int. J. Numer. Analyt. Meth. Geomech., 22, 791–818.
-
(1998)
Int. J. Numer. Analyt. Meth. Geomech
, vol.22
, pp. 791-818
-
-
Abu-Farsakh, M.Y.1
Voyiadjis, G.Z.2
Tumay, M.T.3
-
3
-
-
0022128491
-
Strain path method
-
Baligh, M. M. (1985). “Strain path method.” J. Geotech. Eng., 111(9), 1108–1136.
-
(1985)
J. Geotech. Eng
, vol.111
, Issue.9
, pp. 1108-1136
-
-
Baligh, M.M.1
-
4
-
-
0022866504
-
Undrained deep penetration: Shear stresses
-
Baligh, M. M. (1986). “Undrained deep penetration: shear stresses.” Geotechnique, 36(4), 471–485.
-
(1986)
Geotechnique
, vol.36
, Issue.4
, pp. 471-485
-
-
Baligh, M.M.1
-
7
-
-
0032073655
-
A practical numerical approach for large deformation problems in soils
-
Hu, Y., and Randolph, M. F. (1998). “A practical numerical approach for large deformation problems in soils.” Int. J. Numer. Analyt. Meth. Geomech., 22, 327–350.
-
(1998)
Int. J. Numer. Analyt. Meth. Geomech
, vol.22
, pp. 327-350
-
-
Hu, Y.1
Randolph, M.F.2
-
8
-
-
0020781560
-
A simple contact-friction interface element with application to buried culverts
-
Katona, M. G. (1983). “A simple contact-friction interface element with application to buried culverts.” Int. J. Numer. Analyt. Meth. Geomech., 7, 371–384.
-
(1983)
Int. J. Numer. Analyt. Meth. Geomech
, vol.7
, pp. 371-384
-
-
Katona, M.G.1
-
9
-
-
0023844401
-
A large strain theory and its application in the analysis of the cone penetration mechanism
-
Kiousis, P. D., Voyiadjis, G. Z., and Tumay, M. T. (1988). “A large strain theory and its application in the analysis of the cone penetration mechanism.” Int. J. Numer. Analyt. Meth. Geomech., 12, 45–60.
-
(1988)
Int. J. Numer. Analyt. Meth. Geomech
, vol.12
, pp. 45-60
-
-
Kiousis, P.D.1
Voyiadjis, G.Z.2
Tumay, M.T.3
-
10
-
-
0011943188
-
Piezocone dissipation curves with initial pore pressure variation
-
Linköping, Sweden
-
Kurup, P. U., and Tumay, M. T. (1995). “Piezocone dissipation curves with initial pore pressure variation.” Proc., Int. Symp. on Cone Penetration Testing, Linköping, Sweden, 195–200.
-
(1995)
Proc., Int. Symp. on Cone Penetration Testing
, pp. 195-200
-
-
Kurup, P.U.1
Tumay, M.T.2
-
11
-
-
0028183940
-
Calibration chamber studies of piezocone test in cohesive soils
-
Kurup, P. U., Voyiadjis, G. Z., and Tumay, M. T. (1994). “Calibration chamber studies of piezocone test in cohesive soils.” J. Geotech. Eng., 120(1), 81–107.
-
(1994)
J. Geotech. Eng
, vol.120
, Issue.1
, pp. 81-107
-
-
Kurup, P.U.1
Voyiadjis, G.Z.2
Tumay, M.T.3
-
12
-
-
0022879052
-
Consolidation after piezocone penetration. I: Prediction
-
Levadoux, J. N., and Baligh, M. M. (1986). “Consolidation after piezocone penetration. I: Prediction.” J. Geotech. Eng., 112(7), 707–726.
-
(1986)
J. Geotech. Eng
, vol.112
, Issue.7
, pp. 707-726
-
-
Levadoux, J.N.1
Baligh, M.M.2
-
13
-
-
0042222383
-
-
Ph.D. thesis, Dept. of Civil and Environmental Engineering, Louisiana State University, Baton Rouge, La
-
Lim, B. (1999). “Determination of consolidation characteristics in fine soils evaluated by piezocone tests.” Ph.D. thesis, Dept. of Civil and Environmental Engineering, Louisiana State University, Baton Rouge, La.
-
(1999)
Determination of Consolidation Characteristics in Fine Soils Evaluated by Piezocone Tests
-
-
Lim, B.1
-
14
-
-
0001420593
-
Profiling OCR in clays by piezocone
-
Orlando, Fla
-
Mayne, P. W., and Bachus, R. C. (1988). “Profiling OCR in clays by piezocone.” Proc., 1st Int. Symp. on Penetration Testing (ISOPT-1), 2, Orlando, Fla., 659–667.
-
(1988)
Proc., 1St Int. Symp. on Penetration Testing (ISOPT-1)
, vol.2
, pp. 659-667
-
-
Mayne, P.W.1
Bachus, R.C.2
-
16
-
-
0019148360
-
Mechanics of continuous porous media
-
Prevost, J. H. (1980). “Mechanics of continuous porous media.” Int. J. Eng. Sci., 18, 787–800.
-
(1980)
Int. J. Eng. Sci
, vol.18
, pp. 787-800
-
-
Prevost, J.H.1
-
17
-
-
0001080926
-
Interpretation of penetration pore pressures to evaluate stress history in clays
-
Orlando, Fla
-
Sully, J. P., Campanella, R. G., and Robertson, P. K. (1988). “Interpretation of penetration pore pressures to evaluate stress history in clays.” Proc., 1st Int. Symp. on Penetration Testing (ISOPT-1), Orlando, Fla., 2, 993–999.
-
(1988)
Proc., 1St Int. Symp. on Penetration Testing (ISOPT-1)
, vol.2
, pp. 993-999
-
-
Sully, J.P.1
Campanella, R.G.2
Robertson, P.K.3
-
18
-
-
0025919875
-
An analytical study of the cone penetration test in clay
-
Teh, C. I., and Houlsby, G. T. (1991). “An analytical study of the cone penetration test in clay.” Geotechnique, 41(1), 17–34.
-
(1991)
Geotechnique
, vol.41
, Issue.1
, pp. 17-34
-
-
Teh, C.I.1
Houlsby, G.T.2
-
19
-
-
0001799436
-
The pore pressure probe
-
Norwegian Geotechnical Society, Oslo, Norway
-
Torstensson, B. A. (1977). “The pore pressure probe.” Proc., Geotechnical Meeting, Norwegian Geotechnical Society, Oslo, Norway, 34.1–34.15.
-
(1977)
Proc., Geotechnical Meeting
, pp. 1-34
-
-
Torstensson, B.A.1
-
20
-
-
0043224695
-
Calibration and implementation of miniature electric cone penetrometer and development, fabrication, and verification of the LSU in-situ testing calibration chamber (LSU/CALCHAS)
-
Federal Highway Administration, Washington, D.C
-
Tumay, M. T., and de Lima, D. C. (1992). “Calibration and implementation of miniature electric cone penetrometer and development, fabrication, and verification of the LSU in-situ testing calibration chamber (LSU/CALCHAS).” LTRC/FHWA Rep. No. GE-92/08, Federal Highway Administration, Washington, D.C.
-
(1992)
LTRC/FHWA Rep. No. GE-92/08
-
-
Tumay, M.T.1
De Lima, D.C.2
-
22
-
-
0015316520
-
Expansion of cavities in infinite soil mass
-
Vesic, A. S. (1972). “Expansion of cavities in infinite soil mass.” J. Soil Mech. Found. Div., Am. Soc. Civ. Eng., 98(3), 265–290.
-
(1972)
J. Soil Mech. Found. Div., Am. Soc. Civ. Eng
, vol.98
, Issue.3
, pp. 265-290
-
-
Vesic, A.S.1
-
23
-
-
0030882874
-
Coupled theory of mixtures for clayey soils
-
Voyiadjis, G. Z., and Abu-Farsakh, M. Y. (1997). “Coupled theory of mixtures for clayey soils.” Comput. Geotech., 20(3/4), 195–222.
-
(1997)
Comput. Geotech
, vol.20
, Issue.3-4
, pp. 195-222
-
-
Voyiadjis, G.Z.1
Abu-Farsakh, M.Y.2
-
24
-
-
0001767658
-
Preparation of large-size cohesive specimens for calibration chamber testing
-
Voyiadjis, G. Z., Kurup, P. U., and Tumay, M. T. (1993). “Preparation of large-size cohesive specimens for calibration chamber testing.” Geotech. Test. J., 16(3), 339–349.
-
(1993)
Geotech. Test. J
, vol.16
, Issue.3
, pp. 339-349
-
-
Voyiadjis, G.Z.1
Kurup, P.U.2
Tumay, M.T.3
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