-
1
-
-
0026962774
-
Estimation of pile friction degradation from shearbox tests
-
Airey, D. W., Al-Douri, R. & Poulos, H. G. (1992). Estimation of pile friction degradation from shearbox tests. ASTM Geotech. Test. J. 15, No. 4, 388-392.
-
(1992)
ASTM Geotech. Test. J.
, vol.15
, Issue.4
, pp. 388-392
-
-
Airey, D.W.1
Al-Douri, R.2
Poulos, H.G.3
-
2
-
-
11144234783
-
RP2A: Recommended practice of planning, designing and constructing fixed offshore platforms: Working stress design
-
API 21st edn, Washington: American Petroleum Institute
-
API (2000). RP2A: Recommended practice of planning, designing and constructing fixed offshore platforms: Working stress design, 21st edn, pp. 59-61. Washington: American Petroleum Institute.
-
(2000)
, pp. 59-61
-
-
-
3
-
-
0020295653
-
Pile bearing capacity prediction by means of static penetrometer CPT
-
Amsterdam
-
Bustamante, M. & Gianeselli, L. (1982). Pile bearing capacity prediction by means of static penetrometer CPT. Proc. 2nd Eur. Symp. on Penetration Testing, Amsterdam, 1, 493-500.
-
(1982)
Proc. 2nd Eur. Symp. on Penetration Testing
, vol.1
, pp. 493-500
-
-
Bustamante, M.1
Gianeselli, L.2
-
4
-
-
0003492276
-
Investigations into the behaviour of displacement piles for offshore foundations
-
PhD thesis, Imperial College, University of London
-
Chow, F. C. (1997). Investigations into the behaviour of displacement piles for offshore foundations. PhD thesis, Imperial College, University of London.
-
(1997)
-
-
Chow, F.C.1
-
5
-
-
0003886118
-
Investigation of particulate-continuum interface mechanisms and their assessment through a multi-friction sleeve penetrometer attachment
-
PhD thesis, Georgia Institute of Technology, Atlanta, GA
-
DeJong, J. T. (2001). Investigation of particulate-continuum interface mechanisms and their assessment through a multi-friction sleeve penetrometer attachment. PhD thesis, Georgia Institute of Technology, Atlanta, GA.
-
(2001)
-
-
DeJong, J.T.1
-
6
-
-
0036610644
-
A multi-friction sleeve attachment for the cone penetrometer
-
DeJong, J. T. & Frost J. D. (2002). A multi-friction sleeve attachment for the cone penetrometer. ASTM Geotech. Test. J. 25, No. 2, 111-127.
-
(2002)
ASTM Geotech. Test. J.
, vol.25
, Issue.2
, pp. 111-127
-
-
DeJong, J.T.1
Frost, J.D.2
-
7
-
-
0035241867
-
Effect of surface texturing on CPT friction sleeve measurements
-
DeJong, J. T., Frost, J. D. & Cargill, P. E. (2001). Effect of surface texturing on CPT friction sleeve measurements. ASCE J. Geotech. Geoenviron. Engng 127, No. 2, 158-168.
-
(2001)
ASCE J. Geotech. Geoenviron. Engng.
, vol.127
, Issue.2
, pp. 158-168
-
-
DeJong, J.T.1
Frost, J.D.2
Cargill, P.E.3
-
8
-
-
4444341487
-
Interface load transfer degradation during cyclic loading: A microscale investigation
-
DeJong, J. T., Randolph, M. F. & White, D. J. (2003). Interface load transfer degradation during cyclic loading: a microscale investigation. Soils Found. 43, No. 4, 81-93.
-
(2003)
Soils Found.
, vol.43
, Issue.4
, pp. 81-93
-
-
DeJong, J.T.1
Randolph, M.F.2
White, D.J.3
-
9
-
-
0031431170
-
Cyclic simple-shear behaviour of sand-steel interfaces under constant normal stiffness condition
-
Fakharian, K. & Evgin, E. (1997). Cyclic simple-shear behaviour of sand-steel interfaces under constant normal stiffness condition. ASCE J. Geotech. Geoenviron. Engng 123, No. 12, 1096-1105.
-
(1997)
ASCE J. Geotech. Geoenviron. Engng.
, vol.123
, Issue.12
, pp. 1096-1105
-
-
Fakharian, K.1
Evgin, E.2
-
10
-
-
0029416366
-
Critical depth: How it came into being and why it does not exist
-
Fellenius, B. H. & Altaee, A. A. (1995). Critical depth: how it came into being and why it does not exist. Proc. Inst. Civ. Engrs Geotech. Engng 113, No. 2, 107-111.
-
(1995)
Proc. Inst. Civ. Engrs Geotech. Engng.
, vol.113
, Issue.2
, pp. 107-111
-
-
Fellenius, B.H.1
Altaee, A.A.2
-
11
-
-
11144244928
-
-
Leidschendam, The Netherlands: Fugro BV
-
Fugro (1996). EURIPIDES database report, Vols 1-5. Leidschendam, The Netherlands: Fugro BV.
-
(1996)
EURIPIDES Database Report
, vol.1-5
-
-
Fugro, A.1
-
12
-
-
84860251543
-
Sand-structure interface behaviour under cyclic loading from constant normal stiffness direct shear tests
-
Lyon
-
Ghionna, V. H., Mortara, G. & Vita, G. P. (2004). Sand-structure interface behaviour under cyclic loading from constant normal stiffness direct shear tests. Proceedings of the international symposium on deformation characteristics of geomaterials, Lyon, pp. 231-238.
-
(2004)
Proceedings of the International Symposium on Deformation Characteristics of Geomaterials
, pp. 231-238
-
-
Ghionna, V.H.1
Mortara, G.2
Vita, G.P.3
-
13
-
-
0019007248
-
Predicting pile driveability: Heather as an illustration of the friction fatigue theory
-
Heerema, E. P. (1980). Predicting pile driveability: heather as an illustration of the friction fatigue theory. Ground Engng 13 15-37.
-
(1980)
Ground Engng.
, vol.13
, pp. 15-37
-
-
Heerema, E.P.1
-
15
-
-
0344439424
-
Development of a large diameter ring shear apparatus and its use for interface testing
-
PhD thesis, University of Sydney
-
Kelly, R. (2001). Development of a large diameter ring shear apparatus and its use for interface testing. PhD thesis, University of Sydney.
-
(2001)
-
-
Kelly, R.1
-
16
-
-
0035521782
-
An investigation of the effect of soil state on the capacity of driven piles in sands
-
Klotz, E. U. & Coop, M. R. (2001). An investigation of the effect of soil state on the capacity of driven piles in sands. Gé otechnique 51, No. 9, 733-751.
-
(2001)
Géotechnique
, vol.51
, Issue.9
, pp. 733-751
-
-
Klotz, E.U.1
Coop, M.R.2
-
17
-
-
0003712864
-
Experimental investigations of pile behaviour using instrumented field piles
-
PhD thesis, Imperial College, University of London
-
Lehane, B. M. (1992). Experimental investigations of pile behaviour using instrumented field piles. PhD thesis, Imperial College, University of London.
-
(1992)
-
-
Lehane, B.M.1
-
19
-
-
0027333765
-
Mechanisms of shaft ftiction in sand from instrumented pile tests
-
Lehane, B. M., Jardine, R. J, Bond, A. J. & Frank, R. (1993). Mechanisms of shaft ftiction in sand from instrumented pile tests. ASCE J. Geotech. Engng 119, No. GT1, 19-35.
-
(1993)
ASCE J. Geotech. Engng.
, vol.119
, Issue.GT1
, pp. 19-35
-
-
Lehane, B.M.1
Jardine, R.J.2
Bond, A.J.3
Frank, R.4
-
20
-
-
11144227204
-
Jacked endbearing piles in the soft alluvial sediments of Perth
-
Lehane, B. M., Pennington, D. & Clark, S. (2003). Jacked endbearing piles in the soft alluvial sediments of Perth. Aust. Geomech. J. 38, No. 3, 123-134.
-
(2003)
Aust. Geomech. J.
, vol.38
, Issue.3
, pp. 123-134
-
-
Lehane, B.M.1
Pennington, D.2
Clark, S.3
-
21
-
-
0020905928
-
Cone penetrometer interpretation for offshore sands
-
Houston OTC4464
-
Lunne, T. & Christofferson, H. P. (1983). Cone penetrometer interpretation for offshore sands. Proc. Offshore Technology Conf., Houston, OTC4464, 181-192.
-
(1983)
Proc. Offshore Technology Conf.
, pp. 181-192
-
-
Lunne, T.1
Christofferson, H.P.2
-
23
-
-
3042749581
-
Foundations and retaining structures: Research and practice
-
Istanbul
-
Poulos, H. G., Carter, J. P. & Small, J. C. (2001). Foundations and retaining structures: research and practice. Proc. 15th Int. Conf. Soil Mech. Found. Engng, Istanbul 4, 2527-2606.
-
(2001)
Proc. 15th Int. Conf. Soil Mech. Found. Engng.
, vol.4
, pp. 2527-2606
-
-
Poulos, H.G.1
Carter, J.P.2
Small, J.C.3
-
24
-
-
0028667480
-
Design of driven piles in sand
-
Randolph, M. F., Dolwin, J. & Beck, R. (1994). Design of driven piles in sand. Géotechnique 44, No. 3, 427-448.
-
(1994)
Géotechnique
, vol.44
, Issue.3
, pp. 427-448
-
-
Randolph, M.F.1
Dolwin, J.2
Beck, R.3
-
25
-
-
0026359422
-
One-dimensional analysis of soil plugs in pipe piles
-
Randolph, M. F., Leong, E. C. & Houlsby, G. T. (1991). One-dimensional analysis of soil plugs in pipe piles. Gé otechnique 41, No. 4, 587-598
-
(1991)
Géotechnique
, vol.41
, Issue.4
, pp. 587-598
-
-
Randolph, M.F.1
Leong, E.C.2
Houlsby, G.T.3
-
26
-
-
11144245831
-
Experimental study of the behaviour of calcareous sand: Structure interface
-
Bahrain
-
Shahrour, I., Rezaie, F. & Nauroy, J.-F. (1999). Experimental study of the behaviour of calcareous sand: structure interface. Proc. 2nd Int. Conf. on Engineering for Calcareous Sediments, Bahrain, 69-77.
-
(1999)
Proc. 2nd Int. Conf. on Engineering for Calcareous Sediments
, pp. 69-77
-
-
Shahrour, I.1
Rezaie, F.2
Nauroy, J.-F.3
-
27
-
-
0002065374
-
Experience with a new drum centrifuge
-
Tokyo
-
Stewart, D. P., Boyle, R. S. & Randolph, M. F. (1998). Experience with a new drum centrifuge. Proc. Int. Conf. Centrifuge '98, Tokyo, 1 35-40.
-
(1998)
Proc. Int. Conf. Centrifuge '98
, vol.1
, pp. 35-40
-
-
Stewart, D.P.1
Boyle, R.S.2
Randolph, M.F.3
-
28
-
-
0344008160
-
Shaft resistance of piles in sand
-
PhD dissertation, University of Sydney, Australia
-
Tabucanon, J. T. (1997). Shaft resistance of piles in sand. PhD dissertation, University of Sydney, Australia.
-
(1997)
-
-
Tabucanon, J.T.1
-
29
-
-
0001180456
-
Tests on instrumented piles, Ogeechee River site
-
Vesic, A. S. (1970). Tests on instrumented piles, Ogeechee River site. J. Soil Mech. Found. Div. ASCE 96, No. SM2, 561-584
-
(1970)
J. Soil Mech. Found. Div. ASCE
, vol.96
, Issue.SM2
, pp. 561-584
-
-
Vesic, A.S.1
-
30
-
-
0036173598
-
Press-in piling: Ground vibration and noise during pile installation
-
Orlando ASCE Special Publication
-
White, D. J., Finlay, T. C. R., Bolton, M. D. & Bearss, G. (2002). Press-in piling: ground vibration and noise during pile installation. Proc. Int. Deep Foundations Congress, Orlando, ASCE Special Publication 116, 363-371.
-
(2002)
Proc. Int. Deep Foundations Congress
, vol.116
, pp. 363-371
-
-
White, D.J.1
Finlay, T.C.R.2
Bolton, M.D.3
Bearss, G.4
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