-
1
-
-
3743108168
-
Optical analysis of stress and strain surrounding the tip of a penetrating probe
-
Allersma, H. G. N. (1988). "Optical analysis of stress and strain surrounding the tip of a penetrating probe." Proc., 1st Int. Symp on Penetration Testing, 2, 419-423.
-
(1988)
Proc., 1st Int. Symp on Penetration Testing
, vol.2
, pp. 419-423
-
-
Allersma, H.G.N.1
-
3
-
-
3743052359
-
Increase in bearing capacity with time for friction piles in silt and sand
-
Åstedt, B., Weiner, L., and Holm, G. (1992). "Increase in bearing capacity with time for friction piles in silt and sand." Proc., Nordic Geotech. Meeting, 411-416.
-
(1992)
Proc., Nordic Geotech. Meeting
, pp. 411-416
-
-
Åstedt, B.1
Weiner, L.2
Holm, G.3
-
5
-
-
85034472344
-
-
British Standards Instn., London
-
"BS 8004, foundations." (1986). British Standards Instn., London.
-
(1986)
BS 8004, Foundations
-
-
-
6
-
-
0021613082
-
Residual stresses in piles and the wave equation
-
ASCE, Reston, Va.
-
Briaud, J.-L., and Tucker, L. M. (1984). "Residual stresses in piles and the wave equation." Proc., Symp. Anal. and Des. of Pile Found., ASCE, Reston, Va., 119-137.
-
(1984)
Proc., Symp. Anal. and Des. of Pile Found.
, pp. 119-137
-
-
Briaud, J.-L.1
Tucker, L.M.2
-
7
-
-
0024082772
-
Measured and predicted axial load response of 98 piles
-
ASCE
-
Briaud, J.-L., and Tucker, L. M. (1988). "Measured and predicted axial load response of 98 piles." J. Geotech. Engrg., ASCE, 114(9), 984-1001.
-
(1988)
J. Geotech. Engrg.
, vol.114
, Issue.9
, pp. 984-1001
-
-
Briaud, J.-L.1
Tucker, L.M.2
-
8
-
-
3743143746
-
Pile resistance at a dense sand site
-
F. B. J. Barends, ed., A. A. Balkema, Rotterdam, The Netherlands
-
Brucy, F., and Meunier, J. (1992). "Pile resistance at a dense sand site." Proc., Conf. Appl. Stress-Wave Theory to Piles, F. B. J. Barends, ed., A. A. Balkema, Rotterdam, The Netherlands, 69-76.
-
(1992)
Proc., Conf. Appl. Stress-Wave Theory to Piles
, pp. 69-76
-
-
Brucy, F.1
Meunier, J.2
-
9
-
-
84961246662
-
Behaviour of a pile plug in sandy soils during and after driving
-
OTC 6514, Houston, Tex.
-
Brucy, F., Meunier, J., and Nauroy, J.-F. (1991). "Behaviour of a pile plug in sandy soils during and after driving." Proc., 23rd Offshore Technol. Conf., OTC 6514, Houston, Tex., 145-154.
-
(1991)
Proc., 23rd Offshore Technol. Conf.
, pp. 145-154
-
-
Brucy, F.1
Meunier, J.2
Nauroy, J.-F.3
-
10
-
-
0020295653
-
Pile bearing capacity by means of static penetrometer CPT
-
A. A. Balkema, Rotterdam, The Netherlands
-
Bustamante, M., and Gianeselli, L. (1982). "Pile bearing capacity by means of static penetrometer CPT." Proc., 2nd Eur. Symp. on Penetration Testing, A. A. Balkema, Rotterdam, The Netherlands, 493-500.
-
(1982)
Proc., 2nd Eur. Symp. on Penetration Testing
, pp. 493-500
-
-
Bustamante, M.1
Gianeselli, L.2
-
11
-
-
0002899489
-
Estimation of the ultimate load of piles not carried to failure
-
Chin, F. K. (1970). "Estimation of the ultimate load of piles not carried to failure." Proc., 2nd S.E. Asia Conf. on Soil Engrg., 81-90.
-
(1970)
Proc., 2nd S.E. Asia Conf. on Soil Engrg.
, pp. 81-90
-
-
Chin, F.K.1
-
12
-
-
3743075890
-
Density changes of sand on cone penetration resistance
-
ISOPT-1, A. A. Balkema, Rotterdam, The Netherlands
-
Chong, F. (1988). "Density changes of sand on cone penetration resistance." Proc., 1st Int. Symp. on Penetration Testing, ISOPT-1, A. A. Balkema, Rotterdam, The Netherlands, 2, 707-714.
-
(1988)
Proc., 1st Int. Symp. on Penetration Testing
, vol.2
, pp. 707-714
-
-
Chong, F.1
-
13
-
-
0029415534
-
Field measurements of stress interactions between displacement piles in sand
-
Chow, F. C. (1995). "Field measurements of stress interactions between displacement piles in sand." Ground Engrg., 28(6), 36-40.
-
(1995)
Ground Engrg.
, vol.28
, Issue.6
, pp. 36-40
-
-
Chow, F.C.1
-
16
-
-
0019183899
-
Effect of consolidation age on stiffness of sand
-
Daramola, O. (1980). "Effect of consolidation age on stiffness of sand." Géotechnique, 30, 213-216.
-
(1980)
Géotechnique
, vol.30
, pp. 213-216
-
-
Daramola, O.1
-
17
-
-
0008488089
-
A pile relaxation case history
-
Presse de l'ENCP
-
Davie, J. R., and Bell, K. R. (1991). "A pile relaxation case history." Proc., Int. Conf. Fondations Profondes, Presse de l'ENCP, 421-429.
-
(1991)
Proc., Int. Conf. Fondations Profondes
, pp. 421-429
-
-
Davie, J.R.1
Bell, K.R.2
-
18
-
-
0024136101
-
Slopes and densities of hydraulically placed sands
-
ASCE, Reston, Va.
-
de Groot, M. B., Heezen, F. T., Mastbergen, D. R., and Stefess, H. (1988). "Slopes and densities of hydraulically placed sands." Proc., Conf. on Hydr. Fill Struct., ASCE Geotech. Spec. Publ. No. 21, ASCE, Reston, Va., 32-49.
-
(1988)
Proc., Conf. on Hydr. Fill Struct., ASCE Geotech. Spec. Publ. No. 21
, pp. 32-49
-
-
De Groot, M.B.1
Heezen, F.T.2
Mastbergen, D.R.3
Stefess, H.4
-
19
-
-
0024144135
-
Construction method for improving underwater sand fills
-
ASCE, Reston, Va.
-
Hodge, W. E. (1988). "Construction method for improving underwater sand fills." Proc., Conf. on Hydr. Fill Struct., ASCE Geotech. Spec. Publ. No. 21, ASCE, Reston, Va., 105-129.
-
(1988)
Proc., Conf. on Hydr. Fill Struct., ASCE Geotech. Spec. Publ. No. 21
, pp. 105-129
-
-
Hodge, W.E.1
-
20
-
-
3743059199
-
Piling in Sweden, Denmark, Norway and Finland
-
ICE
-
Holm, G. (1992). "Piling in Sweden, Denmark, Norway and Finland." Proc., Conf. Piling in Eur., ICE, 15-21.
-
(1992)
Proc., Conf. Piling in Eur.
, pp. 15-21
-
-
Holm, G.1
-
21
-
-
85169797751
-
Measurements of pile load transfer
-
ASTM STP 444, ASTM, West Conshohocken, Pa.
-
Hunter, A. H., and Davisson, M. T. (1969). "Measurements of pile load transfer." Proc., Conf. Perf. of Deep Found., ASTM STP 444, ASTM, West Conshohocken, Pa., 106-117.
-
(1969)
Proc., Conf. Perf. of Deep Found.
, pp. 106-117
-
-
Hunter, A.H.1
Davisson, M.T.2
-
22
-
-
0030433875
-
New design methods for offshore piles
-
Marine Technology Directorate, London
-
Jardine, R. J., and Chow, F. C. (1996). "New design methods for offshore piles." MTD Publ. 96/103, Marine Technology Directorate, London.
-
(1996)
MTD Publ. 96/103
-
-
Jardine, R.J.1
Chow, F.C.2
-
23
-
-
0032007411
-
Axial capacity of offshore files in dense North Sea sand
-
ASCE
-
Jardine, R. J., Overy, R. F., and Chow, F. C. (1998). "Axial capacity of offshore files in dense North Sea sand." J. Geotech. and Geoenvir. Engrg., ASCE, 124(2), 171-178.
-
(1998)
J. Geotech. and Geoenvir. Engrg.
, vol.124
, Issue.2
, pp. 171-178
-
-
Jardine, R.J.1
Overy, R.F.2
Chow, F.C.3
-
24
-
-
85034478249
-
Laboratory tests on Dunkirk sand
-
Univ. of London (Imperial Coll.)
-
Kuwano, R. (1996). "Laboratory tests on Dunkirk sand." Imperial Coll. Internal Rep., Univ. of London (Imperial Coll.).
-
(1996)
Imperial Coll. Internal Rep.
-
-
Kuwano, R.1
-
26
-
-
0027333765
-
Mechanisms of shaft friction in sand from instrumented pile tests
-
ASCE
-
Lehane, B. M., Jardine, R. J., Bond, A. J., and Frank, R. (1993). "Mechanisms of shaft friction in sand from instrumented pile tests." J. Geotech. Engrg., ASCE, 119(1), 19-35.
-
(1993)
J. Geotech. Engrg.
, vol.119
, Issue.1
, pp. 19-35
-
-
Lehane, B.M.1
Jardine, R.J.2
Bond, A.J.3
Frank, R.4
-
27
-
-
0020905928
-
Interpretation of cone penetrometer data for offshore sands
-
OTC 4464, Houston, Tex.
-
Lunne, T., and Christoffersen, H. P. (1983). "Interpretation of cone penetrometer data for offshore sands." Proc., Offshore Technol. Conf., OTC 4464, Houston, Tex., 181-192.
-
(1983)
Proc., Offshore Technol. Conf.
, pp. 181-192
-
-
Lunne, T.1
Christoffersen, H.P.2
-
28
-
-
0025450075
-
Postdensification penetration resistance of clean sands
-
ASCE
-
Mesri, G., Feng, T. W., and Benak, J. M. (1990). "Postdensification penetration resistance of clean sands." J. Geotech. Engrg., ASCE, 116(7), 1095-1115.
-
(1990)
J. Geotech. Engrg.
, vol.116
, Issue.7
, pp. 1095-1115
-
-
Mesri, G.1
Feng, T.W.2
Benak, J.M.3
-
29
-
-
0021644964
-
Time-dependent strength gain in freshly deposited or densified sand
-
ASCE
-
Mitchell, J. K., and Solymar, Z. V. (1984). "Time-dependent strength gain in freshly deposited or densified sand." J. Geotech. Engrg., ASCE, 110(11), 1159-1576.
-
(1984)
J. Geotech. Engrg.
, vol.110
, Issue.11
, pp. 1159-1576
-
-
Mitchell, J.K.1
Solymar, Z.V.2
-
30
-
-
0019685760
-
Dynamic pore pressure during pile driving in fine sand
-
Stockholm, Sweden
-
Möller, B., and Bergdahl, U. (1981). "Dynamic pore pressure during pile driving in fine sand." Proc., 10th Int. Conf. Soil Mech. and Found. Engrg., Stockholm, Sweden, 2, 791-794.
-
(1981)
Proc., 10th Int. Conf. Soil Mech. and Found. Engrg.
, vol.2
, pp. 791-794
-
-
Möller, B.1
Bergdahl, U.2
-
31
-
-
3743080362
-
Pile foundation. The behaviour of single pile in cohesionless soils
-
Fed. Hwy. Admin., Washington, D.C.
-
Ng, E. S., Briaud, J.-L., and Tucker, L. M. (1988). "Pile foundation. The behaviour of single pile in cohesionless soils." Fed. Hwy. Admin. Rep. FHWA-RD-88-081, Fed. Hwy. Admin., Washington, D.C.
-
(1988)
Fed. Hwy. Admin. Rep. FHWA-RD-88-081
-
-
Ng, E.S.1
Briaud, J.-L.2
Tucker, L.M.3
-
32
-
-
0008445526
-
Piling difficulties in the New York area
-
ASCE
-
Parsons, J. D. (1966). "Piling difficulties in the New York area." J. Soil Mech. and Found. Div., ASCE, 92(1), 43-64.
-
(1966)
J. Soil Mech. and Found. Div.
, vol.92
, Issue.1
, pp. 43-64
-
-
Parsons, J.D.1
-
33
-
-
0022283898
-
Pile driving performance at the Iwaki site
-
Elsevier, Delft, The Netherlands
-
Raines, R. D., and Murff, J. D. (1985). "Pile driving performance at the Iwaki site." Proc., 4th Int. Conf. on Behaviour of Offshore Struct., Elsevier, Delft, The Netherlands, 633-641.
-
(1985)
Proc., 4th Int. Conf. on Behaviour of Offshore Struct.
, pp. 633-641
-
-
Raines, R.D.1
Murff, J.D.2
-
34
-
-
0028667480
-
Design of driven piles in sand
-
Randolph, M. F., Dolwin, J., and Beck, R. (1994). "Design of driven piles in sand." Géotechnique, 44(3), 427-448.
-
(1994)
Géotechnique
, vol.44
, Issue.3
, pp. 427-448
-
-
Randolph, M.F.1
Dolwin, J.2
Beck, R.3
-
35
-
-
0002280260
-
Sand displacement and compaction around model friction piles
-
Robinsky, E. I., and Morrison, C. F. (1964). "Sand displacement and compaction around model friction piles." Can. Geotech. J., 1(2), 81-93.
-
(1964)
Can. Geotech. J.
, vol.1
, Issue.2
, pp. 81-93
-
-
Robinsky, E.I.1
Morrison, C.F.2
-
36
-
-
0022721214
-
Changes in pile capacity with time: Case histories
-
Samson, L., and Authier, J. (1986). "Changes in pile capacity with time: Case histories." Can. Geotech. J., 23(1), 174-180.
-
(1986)
Can. Geotech. J.
, vol.23
, Issue.1
, pp. 174-180
-
-
Samson, L.1
Authier, J.2
-
37
-
-
0026219667
-
The mechanical aging of soils
-
ASCE
-
Schmertmann, J. H. (1991). "The mechanical aging of soils." J. Geotech. Engrg., ASCE, 117(9), 1288-1330.
-
(1991)
J. Geotech. Engrg.
, vol.117
, Issue.9
, pp. 1288-1330
-
-
Schmertmann, J.H.1
-
38
-
-
0008349854
-
Comparison of dynamic and static testing for piles founded into limestone
-
Ottawa, Canada
-
Seidel, J. P., Haustorfer, I. J., and Plesiotis, S. (1988). "Comparison of dynamic and static testing for piles founded into limestone." Proc., 3rd Int. Conf. App. Stress-Wave Theory to Piles, Ottawa, Canada.
-
(1988)
Proc., 3rd Int. Conf. App. Stress-Wave Theory to Piles
-
-
Seidel, J.P.1
Haustorfer, I.J.2
Plesiotis, S.3
-
40
-
-
3743072532
-
Pile capacity as a function of time in clayey and sandy soils
-
Paper 1.11, Bruges
-
Svinkin, M. R., Morgano, C. M., and Morvant, M. (1994). "Pile capacity as a function of time in clayey and sandy soils." Proc., 5th Int. Conf. Piling and Deep Found., Paper 1.11, Bruges.
-
(1994)
Proc., 5th Int. Conf. Piling and Deep Found.
-
-
Svinkin, M.R.1
Morgano, C.M.2
Morvant, M.3
-
41
-
-
0001959550
-
Limitations of the driving formulas for predicting bearing capacities of piles in sand
-
Tavenas, F. A., and Audy, R. (1972). "Limitations of the driving formulas for predicting bearing capacities of piles in sand." Can. Geotech. J., 9(1), 47-62.
-
(1972)
Can. Geotech. J.
, vol.9
, Issue.1
, pp. 47-62
-
-
Tavenas, F.A.1
Audy, R.2
-
42
-
-
0022010646
-
Real and apparent relaxation of driven piles
-
ASCE
-
Thompson, C. D., and Thompson, D. E. (1985). "Real and apparent relaxation of driven piles." J. Geotech. Engrg., ASCE, 111(2), 225-237.
-
(1985)
J. Geotech. Engrg.
, vol.111
, Issue.2
, pp. 225-237
-
-
Thompson, C.D.1
Thompson, D.E.2
-
43
-
-
0002032118
-
Recent advances in driven pile design
-
Tomlinson, M. J. (1996). "Recent advances in driven pile design." Ground Engrg., 29(10), 31-33.
-
(1996)
Ground Engrg.
, vol.29
, Issue.10
, pp. 31-33
-
-
Tomlinson, M.J.1
-
44
-
-
33745584563
-
An appraisal of API RP2A recommendations for determining skin friction of piles in sand
-
OTC 6422, Houston, Tex.
-
Toolan, F. E., Lings, M. L., and Mirza, U. A. (1990). "An appraisal of API RP2A recommendations for determining skin friction of piles in sand." Proc., 22nd Offshore Technol. Conf., OTC 6422, Houston, Tex., 4, 33-42.
-
(1990)
Proc., 22nd Offshore Technol. Conf.
, vol.4
, pp. 33-42
-
-
Toolan, F.E.1
Lings, M.L.2
Mirza, U.A.3
-
45
-
-
0022287190
-
Application of monitoring systems during pile driving in North Sea sands
-
Elsevier, Delft, The Netherlands
-
Visser, M., Van Der Zwaag, G. L., and Pluimgraaff, D. J. H. M. (1985). "Application of monitoring systems during pile driving in North Sea sands." Proc., 4th Int. Conf. on Behaviour of Offshore Struct., Elsevier, Delft, The Netherlands, 623-631.
-
(1985)
Proc., 4th Int. Conf. on Behaviour of Offshore Struct.
, pp. 623-631
-
-
Visser, M.1
Van Der Zwaag, G.L.2
Pluimgraaff, D.J.H.M.3
-
46
-
-
0008446083
-
Relaxation of piles in sand and inorganic silt
-
ASCE
-
Yang, N. C. (1970). "Relaxation of piles in sand and inorganic silt." J. Soil Mech. and Found. Div., ASCE, 96(2), 395-409.
-
(1970)
J. Soil Mech. and Found. Div.
, vol.96
, Issue.2
, pp. 395-409
-
-
Yang, N.C.1
-
47
-
-
0028667971
-
Set-up and relaxation in glacial sand
-
ASCE
-
York, D. L., Brusey, W. G., Clemente, F. M., and Law, S. K. (1994). "Set-up and relaxation in glacial sand." J. Geotech. Engrg., ASCE 120(9), 1498-1513.
-
(1994)
J. Geotech. Engrg.
, vol.120
, Issue.9
, pp. 1498-1513
-
-
York, D.L.1
Brusey, W.G.2
Clemente, F.M.3
Law, S.K.4
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