-
1
-
-
28844439398
-
"Collapse load for cylinder embedded in trench in cohesive soil"
-
ZZZZZZ1532-3641
-
Aubeny, C. P., Shi, H., and Murff, J. D. (2005). "Collapse load for cylinder embedded in trench in cohesive soil." Int. J. Geomech. ZZZZZZ1532-3641, 5(4), 320-325.
-
(2005)
Int. J. Geomech.
, vol.5
, Issue.4
, pp. 320-325
-
-
Aubeny, C.P.1
Shi, H.2
Murff, J.D.3
-
2
-
-
0242618194
-
"Inclined load capacity of suction caisson anchors"
-
IJNGDZ0363-906110.1002/nag.319
-
Aubeny, C. P., Han, S. W., and Murff, J. D. (2003). "Inclined load capacity of suction caisson anchors." Int. J. Numer. Analyt. Meth. Geomech. IJNGDZ0363-906110.1002/nag.319, 27(14), 1235-1254.
-
(2003)
Int. J. Numer. Analyt. Meth. Geomech.
, vol.27
, Issue.14
, pp. 1235-1254
-
-
Aubeny, C.P.1
Han, S.W.2
Murff, J.D.3
-
3
-
-
0022128491
-
"Strain path method"
-
JSFEAQ0044-7994
-
Baligh, M. M. (1985). "Strain path method." J. Soil Mech. Found. Div. JSFEAQ0044-7994, 111(9), 1108-1136.
-
(1985)
J. Soil Mech. Found. Div.
, vol.111
, Issue.9
, pp. 1108-1136
-
-
Baligh, M.M.1
-
5
-
-
0007711606
-
"Influence of peripheral velocity on undrained shear strength and deformability characteristics of a bentonite-kaolinite mixture"
-
Univ. of California, Berkeley, Calif
-
Biscontin, G., and Pestana, J. (1999). "Influence of peripheral velocity on undrained shear strength and deformability characteristics of a bentonite-kaolinite mixture." Geotechnical Engineering Rep. UCB/GT/99-16, Univ. of California, Berkeley, Calif.
-
(1999)
Geotechnical Engineering Rep. UCB/GT/99-16
-
-
Biscontin, G.1
Pestana, J.2
-
6
-
-
84896984864
-
"Steel catenary riser touchdown point vertical interaction models"
-
OTC 16628, Houston
-
Bridge, C., Laver, K., Clukey, E., and Evans, T. (2004). "Steel catenary riser touchdown point vertical interaction models." Offshore Technology Conf., OTC 16628, Houston.
-
(2004)
Offshore Technology Conf.
-
-
Bridge, C.1
Laver, K.2
Clukey, E.3
Evans, T.4
-
7
-
-
0000015004
-
"Effect of rate of loading on the strength of clays and shales at constant water content"
-
GTNQA80016-8505
-
Casagrande, A., and Wilson, S. D. (1951). "Effect of rate of loading on the strength of clays and shales at constant water content." Geotechnique GTNQA80016-8505, 2(3), 251-263.
-
(1951)
Geotechnique
, vol.2
, Issue.3
, pp. 251-263
-
-
Casagrande, A.1
Wilson, S.D.2
-
8
-
-
33646685269
-
"Development of the Navy's 3D mine impact burial prediction model (IMPACT35)"
-
Chu, P. C., Evans, A., Gilles, A., Smith, T., and Taber, V. (2004). "Development of the Navy's 3D mine impact burial prediction model (IMPACT35)." J. Counter-Ordnance Technology, 6th Int. Symp. on Technology and Mine Problem (CD-ROM).
-
(2004)
J. Counter-Ordnance Technology, 6th Int. Symp. on Technology and Mine Problem (CD-ROM)
-
-
Chu, P.C.1
Evans, A.2
Gilles, A.3
Smith, T.4
Taber, V.5
-
9
-
-
33646691808
-
-
Hibbitt, Karlson and Sorensen, Inc. (HKS). Providence, R.I
-
Hibbitt, Karlson and Sorensen, Inc. (HKS). (2003). ABAQUS version 6.4 user's manual, Providence, R.I.
-
(2003)
ABAQUS Version 6.4 User's Manual
-
-
-
10
-
-
33646689157
-
"Pile installation using FLAC"
-
Brummer, eds., Swets and Zeitlinger, Lisse
-
Klar, A., and Einav, I. (2003). "Pile installation using FLAC." FLAC and numerical modeling in geomechanics, Brummer, eds., Swets and Zeitlinger, Lisse, 273-278.
-
(2003)
FLAC and Numerical Modeling in Geomechanics
, pp. 273-278
-
-
Klar, A.1
Einav, I.2
-
11
-
-
0033495151
-
"Deep penetrating anchor: Subseabed deepwater anchor concept for floaters and other installations"
-
Brest, International Society of Offshore and Polar Engineers
-
Lieng, J. T., Hove, F., and Tjelta, T. I. (1999). "Deep penetrating anchor: Subseabed deepwater anchor concept for floaters and other installations." Proc. 9th Int. Offshore and Polar Engineering Conf., Brest, International Society of Offshore and Polar Engineers, 613.
-
(1999)
Proc. 9th Int. Offshore and Polar Engineering Conf.
, pp. 613
-
-
Lieng, J.T.1
Hove, F.2
Tjelta, T.I.3
-
12
-
-
55549100049
-
"Comparison of cone and T-bar factors in two onshore and one offshore clay sediments"
-
S. Gouvernac and M. Cassidy, eds., Taylor and Francis, London
-
Lunne, T., Randolph, M. F., Chung, S. F., Andersen, K. H., and Sjursen, M. (2005). "Comparison of cone and T-bar factors in two onshore and one offshore clay sediments." Frontiers in offshore geotechics: ISFOG 2005, S. Gouvernac and M. Cassidy, eds., Taylor and Francis, London, 981-989.
-
(2005)
Frontiers in Offshore Geotechics: ISFOG 2005
, pp. 981-989
-
-
Lunne, T.1
Randolph, M.F.2
Chung, S.F.3
Andersen, K.H.4
Sjursen, M.5
-
13
-
-
84857473110
-
"Vertically loaded anchors for deepwater applications"
-
S. Gouvernac and M. Cassidy, eds., Taylor and Francis,London
-
Murff, J. D., Randolph, M. F., Elkhaib, S., Kolk, H. J., Ruinen, R. M., Strom, P. J., and Thorne, C. P. (2005). "Vertically loaded anchors for deepwater applications." Frontiers in offshore geotechics: ISFOG 2005, S. Gouvernac and M. Cassidy, eds., Taylor and Francis,London, 31-48.
-
(2005)
Frontiers in Offshore Geotechics: ISFOG 2005
, pp. 31-48
-
-
Murff, J.D.1
Randolph, M.F.2
Elkhaib, S.3
Kolk, H.J.4
Ruinen, R.M.5
Strom, P.J.6
Thorne, C.P.7
-
14
-
-
0024681281
-
"Pipe penetration in cohesive soil"
-
GTNQA80016-8505
-
Murff, J. D., Wagner, D. A., and Randolph, M. F. (1989). "Pipe penetration in cohesive soil." Geotechnique GTNQA80016-8505, 39(2), 213-229.
-
(1989)
Geotechnique
, vol.39
, Issue.2
, pp. 213-229
-
-
Murff, J.D.1
Wagner, D.A.2
Randolph, M.F.3
-
15
-
-
0034302510
-
"Limiting resistance of spherical penetrometer in cohesive material"
-
GTNQA80016-8505
-
Randolph, M. F., Martin, C. M., and Hu, Y. (2000). "Limiting resistance of spherical penetrometer in cohesive material." Geotechnique GTNQA80016-8505, 50(5), 573-582.
-
(2000)
Geotechnique
, vol.50
, Issue.5
, pp. 573-582
-
-
Randolph, M.F.1
Martin, C.M.2
Hu, Y.3
-
16
-
-
33646073905
-
"Deformation analysis of shallow penetration in saturated clay"
-
Research Rep. R94-09, Dept. of Civil and Environmental Engineering, Massachusetts Institute of Technology, Cambridge Mass
-
Sagaseta, C., Whittle, A., and Santagata, M. (1995). "Deformation analysis of shallow penetration in saturated clay." Research Rep. R94-09, Dept. of Civil and Environmental Engineering, Massachusetts Institute of Technology, Cambridge Mass.
-
(1995)
-
-
Sagaseta, C.1
Whittle, A.2
Santagata, M.3
-
17
-
-
4243939586
-
"Theoretical and experimental investigation of mud forces on offshore pipelines"
-
Rep. RF4534-1, Texas A&M Univ., College Station, Tex
-
Schapery, R. A., and Dunlap, W. A. (1984). "Theoretical and experimental investigation of mud forces on offshore pipelines." Rep. RF4534-1, Texas A&M Univ., College Station, Tex.
-
(1984)
-
-
Schapery, R.A.1
Dunlap, W.A.2
-
18
-
-
33646689381
-
"In-place ocean soil strength by accelerometer"
-
JSFEAQ0044-7994
-
Scott, R. F. (1970). "In-place ocean soil strength by accelerometer." J. Soil Mech. Found. Div. JSFEAQ0044-7994, 96(1), 199-211.
-
(1970)
J. Soil Mech. Found. Div.
, vol.96
, Issue.1
, pp. 199-211
-
-
Scott, R.F.1
-
19
-
-
0030403487
-
"Rate-dependent undrained shear behavior of saturated clay"
-
JGENDZ0733-941010.1061/(ASCE)0733-9410(1996)122:2(99)
-
Sheahan, T. C., Ladd, C. C., and Germaine, J. T. (1996). "Rate-dependent undrained shear behavior of saturated clay." J. Geotech. Eng. JGENDZ0733-941010.1061/(ASCE)0733-9410(1996)122:2(99), 122(2), 99-108.
-
(1996)
J. Geotech. Eng.
, vol.122
, Issue.2
, pp. 99-108
-
-
Sheahan, T.C.1
Ladd, C.C.2
Germaine, J.T.3
-
20
-
-
0028667283
-
"T-bar penetration testing in soft clay"
-
JGENDZ0733-9410
-
Stewart, D. P., and Randolph, M. F. (1994). "T-bar penetration testing in soft clay." J. Geotech. Eng. JGENDZ0733-9410, 118(12), 2230-2235.
-
(1994)
J. Geotech. Eng.
, vol.118
, Issue.12
, pp. 2230-2235
-
-
Stewart, D.P.1
Randolph, M.F.2
-
21
-
-
33646711239
-
-
Lamont-Doherty Earth Observatory of Columbia Univ., Palisades, New York
-
Stoll, R. D., Sun, Y. F., and Bitte, I. (2004). Measuring sea bed properties using static and dynamic penetrometers, Lamont-Doherty Earth Observatory of Columbia Univ., Palisades, New York.
-
(2004)
Measuring Sea Bed Properties Using Static and Dynamic Penetrometers
-
-
Stoll, R.D.1
Sun, Y.F.2
Bitte, I.3
-
22
-
-
80053224754
-
"Failure surfaces for caisson foundations in undrained soils"
-
Gouvernac and Cassidy, eds., Taylor and Francis, London
-
Taibat, H. A., and Carter, J. P. (2005). "Failure surfaces for caisson foundations in undrained soils." Frontiers in offshore geotechics: ISFOG 2005, Gouvernac and Cassidy, eds., Taylor and Francis, London, 31-48.
-
(2005)
Frontiers in Offshore Geotechics: ISFOG 2005
, pp. 31-48
-
-
Taibat, H.A.1
Carter, J.P.2
|