-
7
-
-
67649528266
-
An apparatus for the plastic limit and workability of soils
-
Barnes, G.E. (2009) An apparatus for the plastic limit and workability of soils, Proceedings ICE – Geotechnical Engineering, 162(3), 175–185.
-
(2009)
Proceedings ICE – Geotechnical Engineering
, vol.162
, Issue.3
, pp. 175-185
-
-
Barnes, G.E.1
-
9
-
-
0003692136
-
-
British Standards Institution, London
-
British Standard 5930 (1999) Code of Practice for Site Investigations, British Standards Institution, London.
-
(1999)
Code of Practice for Site Investigations
-
-
-
16
-
-
0031080406
-
Limits of use of the moisture condition apparatus
-
Oliphant, J. and Winter, M.G. (1997) Limits of use of the moisture condition apparatus, Proceedings ICE – Transport, 123(1), 17–29.
-
(1997)
Proceedings ICE – Transport
, vol.123
, Issue.1
, pp. 17-29
-
-
Oliphant, J.1
Winter, M.G.2
-
18
-
-
77951897542
-
A new method of measuring plastic limit of fine materials
-
Sivakumar, V., Glynn, D., Cairns, P. and Black, J.A. (2009) A new method of measuring plastic limit of fine materials, Géotechnique, 59(10), 813–823.
-
(2009)
Géotechnique
, vol.59
, Issue.10
, pp. 813-823
-
-
Sivakumar, V.1
Glynn, D.2
Cairns, P.3
Black, J.A.4
-
20
-
-
0037991429
-
PSD measurement using the single particle optical sizing (SPOS) method
-
White, D.J. (2003) PSD measurement using the single particle optical sizing (SPOS) method, Géotechnique, 53(3), 317–326.
-
(2003)
Géotechnique
, vol.53
, Issue.3
, pp. 317-326
-
-
White, D.J.1
-
21
-
-
0016072127
-
The form and function of microfabric features in a variety of natural soils
-
Collins, K. and McGown, A. (1974) The form and function of microfabric features in a variety of natural soils, Géotechnique, 24(2), 223–254.
-
(1974)
Géotechnique
, vol.24
, Issue.2
, pp. 223-254
-
-
Collins, K.1
McGown, A.2
-
22
-
-
0004276961
-
-
McGraw-Hill, New York, NY
-
Grim, R.E. (1962) Clay Mineralogy, McGraw-Hill, New York, NY.
-
(1962)
Clay Mineralogy
-
-
Grim, R.E.1
-
23
-
-
84892294359
-
The relevance of soil fabric to site investigation practice
-
Rowe, P.W. (1972) The relevance of soil fabric to site investigation practice, Géotechnique, 22(2), 195–300.
-
(1972)
Géotechnique
, vol.22
, Issue.2
, pp. 195-300
-
-
Rowe, P.W.1
-
24
-
-
0020468448
-
Geology, geomorphology and geotechnics
-
Henkel, D.J. (1982) Geology, geomorphology and geotechnics, Géotechnique, 32(3), 175–194.
-
(1982)
Géotechnique
, vol.32
, Issue.3
, pp. 175-194
-
-
Henkel, D.J.1
-
28
-
-
2942588652
-
-
Boston Society of Civil Engineers, Boston, MA
-
Casagrande, A. (1940) Seepage through dams, in Contributions to Soil Mechanics 1925–1940, Boston Society of Civil Engineers, Boston, MA, pp. 295–336.
-
(1940)
Seepage through Dams, in Contributions to Soil Mechanics 1925–1940
, pp. 295-336
-
-
Casagrande, A.1
-
30
-
-
0003978943
-
-
Blackwell, London
-
Clayton, C.R.I., Matthews, M.C. and Simons, N.E. (1995) Site Investigation (2nd edn), Blackwell, London.
-
(1995)
Site Investigation (2Nd Edn)
-
-
Clayton, C.R.I.1
Matthews, M.C.2
Simons, N.E.3
-
31
-
-
0003292006
-
-
Waterways Experimental Station, US Corps of Engineers, Vicksburg, MS
-
Hvorslev, M.J. (1951) Time Lag and Soil Permeability in Ground-Water Observations, Bulletin No. 36, Waterways Experimental Station, US Corps of Engineers, Vicksburg, MS.
-
(1951)
Time Lag and Soil Permeability in Ground-Water Observations, Bulletin No. 36
-
-
Hvorslev, M.J.1
-
32
-
-
0021445090
-
Basic properties of sand and gravel filters
-
Sherard, J.L., Dunnigan, L.P. and Talbot, J.R. (1984a) Basic properties of sand and gravel filters, Journal of the ASCE, 110(GT6), 684–700.
-
(1984)
Journal of the ASCE
, vol.110
, Issue.GT6
, pp. 684-700
-
-
Sherard, J.L.1
Dunnigan, L.P.2
Talbot, J.R.3
-
33
-
-
0021445089
-
Filters for silts and clays
-
Sherard, J.L., Dunnigan, L.P. and Talbot, J.R. (1984b) Filters for silts and clays, Journal of the ASCE, 110(GT6), 701–718.
-
(1984)
Journal of the ASCE
, vol.110
, Issue.GT6
, pp. 701-718
-
-
Sherard, J.L.1
Dunnigan, L.P.2
Talbot, J.R.3
-
34
-
-
0037724569
-
On the steady flow of water percolating through soils with homogeneous-anisotropic permeability
-
Cambridge, MA, Vol
-
Vreedenburgh, C.G.F. (1936) On the steady flow of water percolating through soils with homogeneous-anisotropic permeability, in Proceedings of the 1st International Conference on SMFE, Cambridge, MA, Vol. 1.
-
(1936)
Proceedings of the 1St International Conference on SMFE
, vol.1
-
-
Vreedenburgh, C.G.F.1
-
35
-
-
6044243769
-
Flownet diagrams – the use of finite differences and a spreadsheet to determine potential heads
-
Williams, B.P., Smyrell, A.G. and Lewis, P.J. (1993) Flownet diagrams – the use of finite differences and a spreadsheet to determine potential heads, Ground Engineering, 25(5), 32–38.
-
(1993)
Ground Engineering
, vol.25
, Issue.5
, pp. 32-38
-
-
Williams, B.P.1
Smyrell, A.G.2
Lewis, P.J.3
-
37
-
-
0005101610
-
-
CIRIA, London
-
Preene, M., Roberts, T.O.L., Powrie, W. and Dyer, M.R. (2000) Groundwater Control – Design and Practice, CIRIA Publication C515, CIRIA, London
-
(2000)
Groundwater Control – Design and Practice, CIRIA Publication C515
-
-
Preene, M.1
Roberts, T.O.L.2
Powrie, W.3
Dyer, M.R.4
-
38
-
-
0000212475
-
The principle of effective stress
-
Bishop, A.W. (1959) The principle of effective stress, Tekniche Ukeblad, 39, 4–16.
-
(1959)
Tekniche Ukeblad
, vol.39
, pp. 4-16
-
-
Bishop, A.W.1
-
41
-
-
0033699584
-
Comparison of different procedures to predict unsaturated soil shear strength, Proceedings of Geo-Denver 2000
-
Vanapalli, S.K. and Fredlund, D.G. (2000) Comparison of different procedures to predict unsaturated soil shear strength, Proceedings of Geo-Denver 2000, ASCE Geotechnical Special Publication, 99, 195–209
-
(2000)
ASCE Geotechnical Special Publication
, vol.99
, pp. 195-209
-
-
Vanapalli, S.K.1
Fredlund, D.G.2
-
42
-
-
52649143206
-
Equivalent Stress Equation for Unsaturated Soils. I: Equivalent Stress
-
Rojas, E. (2008a) Equivalent Stress Equation for Unsaturated Soils. I: Equivalent Stress, International Journal of Geomechanics, 8(5), 285–290.
-
(2008)
International Journal of Geomechanics
, vol.8
, Issue.5
, pp. 285-290
-
-
Rojas, E.1
-
43
-
-
52649103482
-
Equivalent Stress Equation for Unsaturated Soils. II: Solid-Porous Model
-
Rojas, E. (2008b) Equivalent Stress Equation for Unsaturated Soils. II: Solid-Porous Model, International Journal of Geomechanics, 8(5), 291–299.
-
(2008)
International Journal of Geomechanics
, vol.8
, Issue.5
, pp. 291-299
-
-
Rojas, E.1
-
44
-
-
0023590603
-
Some measurements of the permeability of kaolin
-
Al-Tabbaa, A. and Wood, D.M. (1987) Some measurements of the permeability of kaolin, Géotechnique, 37(4), 499–503.
-
(1987)
Géotechnique
, vol.37
, Issue.4
, pp. 499-503
-
-
Al-Tabbaa, A.1
Wood, D.M.2
-
46
-
-
0000580640
-
Consolidation of fine grained soils by drain wells
-
Barron, R.A. (1948) Consolidation of fine grained soils by drain wells, Transactions of the ASCE, 113, 718–742.
-
(1948)
Transactions of the ASCE
, vol.113
, pp. 718-742
-
-
Barron, R.A.1
-
47
-
-
85024184646
-
Engineering geology of Norwegian normally-consolidated marine clays as related to settlement of buildings
-
Bjerrum, L. (1967) Engineering geology of Norwegian normally-consolidated marine clays as related to settlement of buildings, Géotechnique, 17(2), 83–118.
-
(1967)
Géotechnique
, vol.17
, Issue.2
, pp. 83-118
-
-
Bjerrum, L.1
-
49
-
-
0002438681
-
Determination of the preconsolidation load and its practical significance
-
Harvard University, Cambridge, MA
-
Casagrande, A. (1936) Determination of the preconsolidation load and its practical significance, in Proceedings of the International Conference on SMFE, Harvard University, Cambridge, MA, Vol. 3, pp. 60–64.
-
(1936)
Proceedings of the International Conference on SMFE
, vol.3
, pp. 60-64
-
-
Casagrande, A.1
-
51
-
-
0007633388
-
Inflection point method for computing cv, Technical Note
-
Cour, F.R. (1971) Inflection point method for computing cv, Technical Note, Journal of the ASCE, 97(SM5), 827–831.
-
(1971)
Journal of the ASCE
, vol.97
, Issue.SM5
, pp. 827-831
-
-
Cour, F.R.1
-
53
-
-
4944237396
-
A note on the constant head test to measure soil permeability in-situ
-
Gibson, R.E. (1966) A note on the constant head test to measure soil permeability in-situ, Géotechnique, 16(3), 256–259.
-
(1966)
Géotechnique
, vol.16
, Issue.3
, pp. 256-259
-
-
Gibson, R.E.1
-
54
-
-
84959164002
-
An extension to the theory of the constant head in-situ permeability test
-
Gibson, R.E. (1970) An extension to the theory of the constant head in-situ permeability test, Géotechnique, 20(2), 193–197.
-
(1970)
Géotechnique
, vol.20
, Issue.2
, pp. 193-197
-
-
Gibson, R.E.1
-
55
-
-
0018494466
-
Consolidation of clay by band-shaped prefabricated drains
-
Hansbo, S. (1979) Consolidation of clay by band-shaped prefabricated drains, Ground Engineering, 12(5), 16–25.
-
(1979)
Ground Engineering
, vol.12
, Issue.5
, pp. 16-25
-
-
Hansbo, S.1
-
56
-
-
0019677788
-
Consolidation of fine-grained soils by prefabricated drains
-
Stockholm
-
Hansbo, S. (1981) Consolidation of fine-grained soils by prefabricated drains, in Proceedings of the 10th International Conference on SMFE, Stockholm, Vol. 3, pp. 677–682.
-
(1981)
Proceedings of the 10Th International Conference on SMFE
, vol.3
, pp. 677-682
-
-
Hansbo, S.1
-
58
-
-
77956236426
-
Precise determination of primary consolidation
-
Rotterdam
-
Naylor, A.H. and Doran, I.G. (1948) Precise determination of primary consolidation, in Proceedings of the 2nd International Conference on SMFE, Rotterdam, Vol. 1, pp. 34–40.
-
(1948)
Proceedings of the 2Nd International Conference on SMFE
, vol.1
, pp. 34-40
-
-
Naylor, A.H.1
Doran, I.G.2
-
60
-
-
0001138416
-
A new consolidation cell
-
Rowe, P.W. and Barden, L. (1966) A new consolidation cell, Géotechnique, 16(4), 162–170.
-
(1966)
Géotechnique
, vol.16
, Issue.4
, pp. 162-170
-
-
Rowe, P.W.1
Barden, L.2
-
61
-
-
0000915808
-
Estimating the true consolidation behaviour of clay from laboratory test results
-
Schmertmann, J.H. (1953) Estimating the true consolidation behaviour of clay from laboratory test results, Proceedings ASCE, 79, 1–26.
-
(1953)
Proceedings ASCE
, vol.79
, pp. 1-26
-
-
Schmertmann, J.H.1
-
62
-
-
0042643179
-
New method of consolidation coefficient evaluation
-
Scott, R.F. (1961) New method of consolidation coefficient evaluation, Journal of the ASCE, 87, No. SM1.
-
(1961)
Journal of the ASCE
, vol.87
, Issue.SM1
-
-
Scott, R.F.1
-
65
-
-
0000226837
-
Constant head in-situ permeability tests in clay strata
-
Wilkinson, W.B. (1968) Constant head in-situ permeability tests in clay strata, Géotechnique, 18(2), 172–194.
-
(1968)
Géotechnique
, vol.18
, Issue.2
, pp. 172-194
-
-
Wilkinson, W.B.1
-
66
-
-
0025645141
-
On the compressibility and shear strength of natural clays
-
Burland, J.B. (1990) On the compressibility and shear strength of natural clays, Géotechnique, 40(3), 329–378
-
(1990)
Géotechnique
, vol.40
, Issue.3
, pp. 329-378
-
-
Burland, J.B.1
-
67
-
-
0019539256
-
Practical aspects of the design and installation of deep vertical drains
-
McGown, A. and Hughes, F.H. (1981) Practical aspects of the design and installation of deep vertical drains, Géotechnique, 31(1), 3–17.
-
(1981)
Géotechnique
, vol.31
, Issue.1
, pp. 3-17
-
-
McGown, A.1
Hughes, F.H.2
-
72
-
-
0034302249
-
Non-linear soil stiffness in routine design
-
Atkinson, J.H. (2000) Non-linear soil stiffness in routine design, Géotechnique, 50(5), 487–508.
-
(2000)
Géotechnique
, vol.50
, Issue.5
, pp. 487-508
-
-
Atkinson, J.H.1
-
74
-
-
3643063733
-
A new ring shear apparatus and its application to the measurement of residual strength
-
Bishop, A.W., Green, G.E., Garga, V.K., Andresen, A. and Brown, J.D. (1971) A new ring shear apparatus and its application to the measurement of residual strength, Géotechnique, 21(4), 273–328.
-
(1971)
Géotechnique
, vol.21
, Issue.4
, pp. 273-328
-
-
Bishop, A.W.1
Green, G.E.2
Garga, V.K.3
Andresen, A.4
Brown, J.D.5
-
75
-
-
84910997080
-
Geotechnical properties of Norwegian marine clays
-
Bjerrum, L. (1954) Geotechnical properties of Norwegian marine clays, Géotechnique, 4(2), 49–69.
-
(1954)
Géotechnique
, vol.4
, Issue.2
, pp. 49-69
-
-
Bjerrum, L.1
-
76
-
-
0002467465
-
Comparison of shear strength characteristics of normally consolidated clays
-
Boulder, Colorado
-
Bjerrum, L. and Simons, N.E. (1960) Comparison of shear strength characteristics of normally consolidated clays, in Proceedings of Research Conference on Shear Strength of Cohesive Soils, Boulder, Colorado, pp. 711–726.
-
(1960)
Proceedings of Research Conference on Shear Strength of Cohesive Soils
, pp. 711-726
-
-
Bjerrum, L.1
Simons, N.E.2
-
77
-
-
0022674149
-
The strength and dilatancy of sands
-
Bolton, M.D. (1986) The strength and dilatancy of sands, Géotechnique, 36(1), 65–78.
-
(1986)
Géotechnique
, vol.36
, Issue.1
, pp. 65-78
-
-
Bolton, M.D.1
-
80
-
-
0018493221
-
A simple ring shear apparatus
-
Bromhead, E.N. (1979) A simple ring shear apparatus, Ground Engineering, 12(5), 40–44.
-
(1979)
Ground Engineering
, vol.12
, Issue.5
, pp. 40-44
-
-
Bromhead, E.N.1
-
83
-
-
0002470150
-
Strength variation along failure surfaces in clay
-
ASCE
-
Duncan, J.M. and Seed, H.B. (1966) Strength variation along failure surfaces in clay, Journal of the Soil Mechanics & Foundations Division, ASCE, 92, 81–104.
-
(1966)
Journal of the Soil Mechanics & Foundations Division
, vol.92
, pp. 81-104
-
-
Duncan, J.M.1
Seed, H.B.2
-
84
-
-
0035544786
-
Determination of plane-strain shear strength of sand from the results of triaxial tests
-
Hanna, A. (2001) Determination of plane-strain shear strength of sand from the results of triaxial tests, Canadian Geotechnical Journal, 38, 1231–1240.
-
(2001)
Canadian Geotechnical Journal
, vol.38
, pp. 1231-1240
-
-
Hanna, A.1
-
86
-
-
0021498876
-
The measurement of soil stiffness in the triaxial apparatus
-
Jardine, R.J., Symes, M.J. and Burland J.B. (1984) The measurement of soil stiffness in the triaxial apparatus, Géotechnique 34(3), 323–340.
-
(1984)
Géotechnique
, vol.34
, Issue.3
, pp. 323-340
-
-
Jardine, R.J.1
Symes, M.J.2
Burland, J.B.3
-
88
-
-
0021042860
-
Propriétés caractéristiques des argiles de l’est du Canada
-
Leroueil, S., Tavenas, F. and Le Bihan, J.P. (1983) Propriétés caractéristiques des argiles de l’est du Canada, Canadian Geotechnical Journal, 20, 681–705
-
(1983)
Canadian Geotechnical Journal
, vol.20
, pp. 681-705
-
-
Leroueil, S.1
Tavenas, F.2
Le Bihan, J.P.3
-
89
-
-
0019583266
-
The drained residual strength of cohesive soils
-
Lupini, J.F., Skinner, A.E. and Vaughan, P.R. (1981) The drained residual strength of cohesive soils, Géotechnique, 31(2), 181–213.
-
(1981)
Géotechnique
, vol.31
, Issue.2
, pp. 181-213
-
-
Lupini, J.F.1
Skinner, A.E.2
Vaughan, P.R.3
-
90
-
-
0022737342
-
Residual shear strength of clays and shales
-
Mesri, G., and Cepeda-Diaz, A.F. (1986) Residual shear strength of clays and shales, Géotechnique, 36(2), 269–274.
-
(1986)
Géotechnique
, vol.36
, Issue.2
, pp. 269-274
-
-
Mesri, G.1
Cepeda-Diaz, A.F.2
-
91
-
-
24044537389
-
Mechanical characteristics of sands with different primary properties
-
Miura, K., Maeda, K., Furukawa, M. and Toki, S. (1998) Mechanical characteristics of sands with different primary properties, Soils and Foundations, 38(4), 159–172.
-
(1998)
Soils and Foundations
, vol.38
, Issue.4
, pp. 159-172
-
-
Miura, K.1
Maeda, K.2
Furukawa, M.3
Toki, S.4
-
92
-
-
0000105776
-
Triaxial compression and extension tests on remoulded saturated clay
-
Parry, R.H.G. (1960) Triaxial compression and extension tests on remoulded saturated clay, Géotechnique, 10(4), 166–180.
-
(1960)
Géotechnique
, vol.10
, Issue.4
, pp. 166-180
-
-
Parry, R.H.G.1
-
93
-
-
84862766507
-
On the yielding of soils
-
Roscoe, K.H., Schofield, A.N. and Wroth, C.P. (1958) On the yielding of soils, Géotechnique, 8(1), 22–53.
-
(1958)
Géotechnique
, vol.8
, Issue.1
, pp. 22-53
-
-
Roscoe, K.H.1
Schofield, A.N.2
Wroth, C.P.3
-
94
-
-
85018900708
-
The pore pressure coefficients A and B
-
Skempton, A.W. (1954) The pore pressure coefficients A and B, Géotechnique, 4(4), 143–147.
-
(1954)
Géotechnique
, vol.4
, Issue.4
, pp. 143-147
-
-
Skempton, A.W.1
-
95
-
-
0022037951
-
Residual strength of clays in landslides, folded strata and the laboratory
-
Skempton, A.W. (1985) Residual strength of clays in landslides, folded strata and the laboratory, Géotechnique, 35(1), 1–18.
-
(1985)
Géotechnique
, vol.35
, Issue.1
, pp. 1-18
-
-
Skempton, A.W.1
-
96
-
-
85024182906
-
The sensitivity of clays
-
Skempton, A.W. and Northey, R.D. (1953) The sensitivity of clays, Géotechnique, 3(1), 30–53.
-
(1953)
Géotechnique
, vol.3
, Issue.1
, pp. 30-53
-
-
Skempton, A.W.1
Northey, R.D.2
-
97
-
-
24944552540
-
A new method for the correlation of residual shear strength of the soil with mineralogical composition
-
ASCE
-
Tiwari, B., and Marui, H. (2005) A new method for the correlation of residual shear strength of the soil with mineralogical composition, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 131(9), 1139–1150.
-
(2005)
Journal of Geotechnical and Geoenvironmental Engineering
, vol.131
, Issue.9
, pp. 1139-1150
-
-
Tiwari, B.1
Marui, H.2
-
98
-
-
57249083947
-
Strain-rate-dependent stress–strain behaviour of overconsolidated Hong Kong marine clay
-
Zhu, J. and Yin, J. (2000) Strain-rate-dependent stress–strain behaviour of overconsolidated Hong Kong marine clay, Canadian Geotechnical Journal, 37(6), 1272–1282.
-
(2000)
Canadian Geotechnical Journal
, vol.37
, Issue.6
, pp. 1272-1282
-
-
Zhu, J.1
Yin, J.2
-
99
-
-
0034302249
-
Non-linear soil stiffness in routine design
-
Atkinson, J.H. (2000) Non-linear soil stiffness in routine design, Géotechnique, 50(5), 487–508
-
(2000)
Géotechnique
, vol.50
, Issue.5
, pp. 487-508
-
-
Atkinson, J.H.1
-
101
-
-
0000780705
-
Estimates of site-dependent response spectra for design (methodology and justification)
-
Borcherdt, R. (1994) Estimates of site-dependent response spectra for design (methodology and justification), Earthquake Spectra, 10, 617–653.
-
(1994)
Earthquake Spectra
, vol.10
, pp. 617-653
-
-
Borcherdt, R.1
-
108
-
-
84918262414
-
Soil sampler with metal foils
-
Kjellman, W., Kallstenius, T. and Wager, O. (1950) Soil sampler with metal foils, in Proceedings of the Royal Swedish Geotechnical Institute, No. 1.
-
(1950)
Proceedings of the Royal Swedish Geotechnical Institute
, Issue.1
-
-
Kjellman, W.1
Kallstenius, T.2
Wager, O.3
-
109
-
-
0004069777
-
-
E & FN Spon, London
-
Lunne, T., Robertson, P.K. and Powell, J.J.M. (1997) Cone Penetration Testing in Geotechnical Practice, E & FN Spon, London.
-
(1997)
Cone Penetration Testing in Geotechnical Practice
-
-
Lunne, T.1
Robertson, P.K.2
Powell, J.J.M.3
-
110
-
-
0013364277
-
-
CIRIA, London
-
McDowell, P.W., Barker, R.D., Butcher, A.P., Culshaw, M.G., Jackson, P.D., McCann, D.M., Skipp, B.O., Matthews, S.L. and Arthur, J.C.R. (2002) Geophysics in Engineering Investigations, CIRIA Publication C562, CIRIA, London.
-
(2002)
Geophysics in Engineering Investigations, CIRIA Publication C562
-
-
McDowell, P.W.1
Barker, R.D.2
Butcher, A.P.3
Culshaw, M.G.4
Jackson, P.D.5
McCann, D.M.6
Skipp, B.O.7
Matthews, S.L.8
Arthur, J.C.R.9
-
111
-
-
0025199348
-
Soil classification using the cone penetration test
-
Robertson, P.K. (1990) Soil classification using the cone penetration test, Canadian Geotechnical Journal, 27(1), 151–158.
-
(1990)
Canadian Geotechnical Journal
, vol.27
, Issue.1
, pp. 151-158
-
-
Robertson, P.K.1
-
112
-
-
0032105027
-
Evaluating cyclic liquefaction potential using the cone penetration test
-
Robertson, P.K. and Wride, C.E. (1998). Evaluating cyclic liquefaction potential using the cone penetration test, Canadian Geotechnical Journal, 35(3): 442–459.
-
(1998)
Canadian Geotechnical Journal
, vol.35
, Issue.3
, pp. 442-459
-
-
Robertson, P.K.1
Wride, C.E.2
-
113
-
-
0003978943
-
-
Blackwell, London
-
Clayton, C.R.I., Matthews, M.C. and Simons, N.E. (1995) Site Investigation (2nd edn), Blackwell, London
-
(1995)
Site Investigation (2Nd Edn)
-
-
Clayton, C.R.I.1
Matthews, M.C.2
Simons, N.E.3
-
114
-
-
0022594502
-
Use of in situ tests for foundation design on clay
-
Blacksburg, VA
-
Aas, G., Lacasse, S., Lunne, T. and Høeg, K. (1986) Use of in situ tests for foundation design on clay, in Proceedings of the ASCE Speciality Conference In-situ’86: Use of In-situ Tests in Geotechnical Engineering, Blacksburg, VA, pp. 1–30.
-
(1986)
Proceedings of the ASCE Speciality Conference In-situ’86: Use of In-Situ Tests in Geotechnical Engineering
, pp. 1-30
-
-
Aas, G.1
Lacasse, S.2
Lunne, T.3
Høeg, K.4
-
119
-
-
0020971659
-
Corrected field vane strength for embankment design
-
Azzouz, A., Baligh, M. and Ladd, C.C. (1983) Corrected field vane strength for embankment design, Journal of Geotechnical and Geoenvironmental Engineering, 109(5), 730–734.
-
(1983)
Journal of Geotechnical and Geoenvironmental Engineering
, vol.109
, Issue.5
, pp. 730-734
-
-
Azzouz, A.1
Baligh, M.2
Ladd, C.C.3
-
120
-
-
0001740738
-
Problems of soil mechanics and construction on soft clays
-
Moscow
-
Bjerrum, L. (1973) Problems of soil mechanics and construction on soft clays, in Proceedings of the 8th International Conference on SMFE, Moscow, Vol. 3, pp. 111–159.
-
(1973)
Proceedings of the 8Th International Conference on SMFE
, vol.3
, pp. 111-159
-
-
Bjerrum, L.1
-
124
-
-
5344257510
-
Fields of stress – some measurements of the in-situ stress in a meadow in the Cambridgeshire countryside
-
Dalton, J.C.P. and Hawkins, P.G. (1982) Fields of stress – some measurements of the in-situ stress in a meadow in the Cambridgeshire countryside. Ground Engineering, 15, 15–23.
-
(1982)
Ground Engineering
, vol.15
, pp. 15-23
-
-
Dalton, J.C.P.1
Hawkins, P.G.2
-
127
-
-
0017730692
-
Pressuremeter tests in sands
-
Hughes, J.M.O., Wroth, C.P. and Windle, D. (1977) Pressuremeter tests in sands, Géotechnique, 27(4), 455–477.
-
(1977)
Géotechnique
, vol.27
, Issue.4
, pp. 455-477
-
-
Hughes, J.M.O.1
Wroth, C.P.2
Windle, D.3
-
128
-
-
34347328586
-
-
Geotechnical Special Publication 119, American Society of Civil Engineers, Reston, VA
-
Jamiolkowski, M., LoPresti, D.C.F. and Manassero M. (2001) Evaluation of relative density and shear strength of sands from Cone Penetration Test and Flat Dilatometer Test, Soil Behavior and Soft Ground Construction, Geotechnical Special Publication 119, American Society of Civil Engineers, Reston, VA, pp. 201–238.
-
(2001)
Evaluation of Relative Density and Shear Strength of Sands from Cone Penetration Test and Flat Dilatometer Test, Soil Behavior and Soft Ground Construction
, pp. 201-238
-
-
Jamiolkowski, M.1
Lopresti, D.C.F.2
Manassero, M.3
-
129
-
-
0031411994
-
Improved CPTU correlations based on block samples
-
Reykjavik
-
Karlsrud, K., Lunne, T. and Brattlien, K. (1996). Improved CPTU correlations based on block samples, in Proceedings of the Nordic Geotechnical Conference, Reykjavik, Vol 1, pp. 195–201.
-
(1996)
Proceedings of the Nordic Geotechnical Conference
, vol.1
, pp. 195-201
-
-
Karlsrud, K.1
Lunne, T.2
Brattlien, K.3
-
130
-
-
0017922890
-
Comparison between in situ cone resistance and laboratory strength for overconsolidated North Sea clays
-
Kjekstad, O., Lunne, T. and Clausen, C.J.F. (1978) Comparison between in situ cone resistance and laboratory strength for overconsolidated North Sea clays. Marine Geotechnology, 3, 23–36.
-
(1978)
Marine Geotechnology
, vol.3
, pp. 23-36
-
-
Kjekstad, O.1
Lunne, T.2
Clausen, C.J.F.3
-
131
-
-
0004085771
-
-
Electric Power Research Institute, Palo Alto, CA
-
Kulhawy, F.H. and Mayne, P.W. (1990), Manual on Estimating Soil Properties for Foundation Design, Report EPRI EL-6800, Electric Power Research Institute, Palo Alto, CA.
-
(1990)
Manual on Estimating Soil Properties for Foundation Design, Report EPRI EL-6800
-
-
Kulhawy, F.H.1
Mayne, P.W.2
-
132
-
-
0019655199
-
-
St Louis, American Society of Civil Engineers, Reston, VA
-
Lunne, T. and Kleven, A. (1981) Role of CPT in North Sea foundation engineering. Session at the ASCE National Convention: Cone Penetration testing and materials, St Louis, American Society of Civil Engineers, Reston, VA, 76–107.
-
(1981)
Role of CPT in North Sea Foundation Engineering. Session at the ASCE National Convention: Cone Penetration Testing and Materials
, pp. 76-107
-
-
Lunne, T.1
Kleven, A.2
-
133
-
-
0013085055
-
SPT, CPT, pressuremeter testing and recent developments on in situ testing of soils
-
Lunne, T., Lacasse, S. and Rad, N.S. (1989) SPT, CPT, pressuremeter testing and recent developments on in situ testing of soils, in General Report, Proceedings of the 12th International Conference of SMFE, Rio de Janeiro, Vol. 4, pp. 2339–2403.
-
(1989)
General Report, Proceedings of the 12Th International Conference of SMFE, Rio De Janeiro
, vol.4
, pp. 2339-2403
-
-
Lunne, T.1
Lacasse, S.2
Rad, N.S.3
-
135
-
-
0024165106
-
Profiling of overconsolidation ratio in clays by field vane
-
Mayne, P.W. and Mitchell, J.K. (1988) Profiling of overconsolidation ratio in clays by field vane. Canadian Geotechnical Journal, 25(1), 150–157.
-
(1988)
Canadian Geotechnical Journal
, vol.25
, Issue.1
, pp. 150-157
-
-
Mayne, P.W.1
Mitchell, J.K.2
-
136
-
-
56249143992
-
Versatile site characterization by seismic piezocone
-
Osaka
-
Mayne, P.W. and Campanella, R.G. (2005) Versatile site characterization by seismic piezocone, in Proceedings of the 16th International Conference on SMFE, Osaka, Vol. 2, pp. 721–724.
-
(2005)
Proceedings of the 16Th International Conference on SMFE
, vol.2
, pp. 721-724
-
-
Mayne, P.W.1
Campanella, R.G.2
-
137
-
-
0000865823
-
Undrained plane strain expansion of a cylindrical cavity in clay: A simple interpretation of the pressuremeter test
-
Palmer, A.C. (1972) Undrained plane strain expansion of a cylindrical cavity in clay: A simple interpretation of the pressuremeter test, Géotechnique, 22(3), 451–457.
-
(1972)
Géotechnique
, vol.22
, Issue.3
, pp. 451-457
-
-
Palmer, A.C.1
-
138
-
-
3242722450
-
The Interpretation of Cone Penetration Tests in Clays with Particular Reference to Rate Effects
-
Orlando
-
Powell, J.J.M. and Quarterman, R.S.T. (1988) The Interpretation of Cone Penetration Tests in Clays with Particular Reference to Rate Effects, Penetration Testing 1988, Orlando, 2, 903–909.
-
(1988)
Penetration Testing 1988
, vol.2
, pp. 903-909
-
-
Powell, J.J.M.1
Quarterman, R.S.T.2
-
139
-
-
0018465686
-
Statics of SPT. Journal of the Geotechnical Division
-
Schmertmann, J.H. (1979) Statics of SPT. Journal of the Geotechnical Division, Proceedings of the ASCE, 105(GT5), 655–670.
-
(1979)
Proceedings of the ASCE
, vol.105
, Issue.GT5
, pp. 655-670
-
-
Schmertmann, J.H.1
-
140
-
-
84866950417
-
Standard penetration test procedures and the effects in sands of overburden pressure, relative density, particle size, ageing and overconsolidation
-
Skempton, A.W. (1986) Standard penetration test procedures and the effects in sands of overburden pressure, relative density, particle size, ageing and overconsolidation, Géotechnique, 36(3), 425–447.
-
(1986)
Géotechnique
, vol.36
, Issue.3
, pp. 425-447
-
-
Skempton, A.W.1
-
143
-
-
0021625824
-
The interpretation of in-situ soil tests
-
Wroth, C.P. (1984) The interpretation of in-situ soil tests, Géotechnique, 34(4), 449–489.
-
(1984)
Géotechnique
, vol.34
, Issue.4
, pp. 449-489
-
-
Wroth, C.P.1
-
145
-
-
0022205468
-
Settlement of foundations on sand and gravel
-
Burland, J.B. and Burbidge, M.C. (1985) Settlement of foundations on sand and gravel, Proceedings ICE, 1(78), 1325–1381.
-
(1985)
Proceedings ICE
, vol.1
, Issue.78
, pp. 1325-1381
-
-
Burland, J.B.1
Burbidge, M.C.2
-
146
-
-
0017936126
-
Janbu, Bjerrum and Kjaernsli’s chart reinterpreted
-
Christian, J.T. and Carrier III, W.D. (1978) Janbu, Bjerrum and Kjaernsli’s chart reinterpreted, Canadian Geotechnical Journal, 15(1), 123-436.
-
(1978)
Canadian Geotechnical Journal
, vol.15
, Issue.1
, pp. 123-436
-
-
Christian, J.T.1
Carrier, I.2
-
147
-
-
85025000201
-
The effect of increasing strength with depth on the bearing capacity of clays
-
Davis, E.H. and Booker, J.R. (1973) The effect of increasing strength with depth on the bearing capacity of clays, Géotechnique, 23(4), 551–563.
-
(1973)
Géotechnique
, vol.23
, Issue.4
, pp. 551-563
-
-
Davis, E.H.1
Booker, J.R.2
-
149
-
-
0009007930
-
Influence values for estimating stresses in elastic foundations
-
Rotterdam
-
Fadum, R.E. (1948) Influence values for estimating stresses in elastic foundations, in Proceedings of the 2nd International Conference of SMFE, Rotterdam, Vol. 3, pp. 77–84.
-
(1948)
Proceedings of the 2Nd International Conference of SMFE
, vol.3
, pp. 77-84
-
-
Fadum, R.E.1
-
150
-
-
79551575476
-
An upper-bound solution for the undrained bearing capacity of strip footings at the top of a slope
-
Georgiadis, K. (2010) An upper-bound solution for the undrained bearing capacity of strip footings at the top of a slope, Géotechnique, 60(10), 801–806.
-
(2010)
Géotechnique
, vol.60
, Issue.10
, pp. 801-806
-
-
Georgiadis, K.1
-
151
-
-
0142066429
-
Settlement of rectangular foundation on soil layer
-
Giroud, J.P. (1972) Settlement of rectangular foundation on soil layer, Journal of the ASCE, 98(SM1), 149–54.
-
(1972)
Journal of the ASCE
, vol.98
, Issue.SM1
, pp. 149-154
-
-
Giroud, J.P.1
-
152
-
-
34247221016
-
Effect of footing roughness on bearing capacity factor Nγ
-
Kumar, J. and Kouzer, K.M. (2007) Effect of footing roughness on bearing capacity factor Nγ, Journal of Geotechnical and Geoenvironmental Engineering, 133(5), 502–511.
-
(2007)
Journal of Geotechnical and Geoenvironmental Engineering
, vol.133
, Issue.5
, pp. 502-511
-
-
Kumar, J.1
Kouzer, K.M.2
-
153
-
-
41049093626
-
Strain influence diagrams for settlement estimation of both isolated and multiple footings in sand
-
Lee, J., Eun, J., Prezzi, M. and Salgado, R. (2008) Strain influence diagrams for settlement estimation of both isolated and multiple footings in sand. Journal of Geotechnical and Geoenvironmental Engineering, 134(4), 417–427.
-
(2008)
Journal of Geotechnical and Geoenvironmental Engineering
, vol.134
, Issue.4
, pp. 417-427
-
-
Lee, J.1
Eun, J.2
Prezzi, M.3
Salgado, R.4
-
154
-
-
35348997529
-
Two- and three-dimensional bearing capacity of footings in sand
-
Lyamin, A.V., Salgado, R., Sloan, S.W. and Prezzi, M. (2007) Two- and three-dimensional bearing capacity of footings in sand, Géotechnique, 57(8), 647–662.
-
(2007)
Géotechnique
, vol.57
, Issue.8
, pp. 647-662
-
-
Lyamin, A.V.1
Salgado, R.2
Sloan, S.W.3
Prezzi, M.4
-
155
-
-
61849153954
-
Two- and three-dimensional bearing-capacity solutions for footings on two-layered clays
-
Merifield, R.S. and Nguyen, V.Q. (2006) Two- and three-dimensional bearing-capacity solutions for footings on two-layered clays, Geomechanics and Geoengineering: An International Journal, 1(2), 151–162.
-
(2006)
Geomechanics and Geoengineering: An International Journal
, vol.1
, Issue.2
, pp. 151-162
-
-
Merifield, R.S.1
Nguyen, V.Q.2
-
156
-
-
0033178721
-
Rigorous plasticity solutions for the bearing capacity of two-layered clays
-
Merifield, R.S., Sloan, S.W. and Yu, H.S. (1999) Rigorous plasticity solutions for the bearing capacity of two-layered clays, Géotechnique, 49(4), 471–490.
-
(1999)
Géotechnique
, vol.49
, Issue.4
, pp. 471-490
-
-
Merifield, R.S.1
Sloan, S.W.2
Yu, H.S.3
-
158
-
-
3142780731
-
Two- and three-dimensional bearing capacity of foundations in clay
-
Salgado, R., Lyamin, A.V., Sloan, S.W. and Yu, H.S. (2004) Two- and three-dimensional bearing capacity of foundations in clay, Géotechnique, 54(5), 297–306.
-
(2004)
Géotechnique
, vol.54
, Issue.5
, pp. 297-306
-
-
Salgado, R.1
Lyamin, A.V.2
Sloan, S.W.3
Yu, H.S.4
-
159
-
-
0000042923
-
Static cone to compute static settlement over sand
-
Schmertmann, J.H. (1970) Static cone to compute static settlement over sand, Proceedings ASCE, 96(SM3), 1011–1043.
-
(1970)
Proceedings ASCE
, vol.96
, Issue.SM3
, pp. 1011-1043
-
-
Schmertmann, J.H.1
-
162
-
-
84986804189
-
A contribution to the settlement analysis of foundations on clay
-
Skempton, A.W. and Bjerrum, L. (1957) A contribution to the settlement analysis of foundations on clay, Géotechnique, 7(4) 168–178.
-
(1957)
Géotechnique
, vol.7
, Issue.4
, pp. 168-178
-
-
Skempton, A.W.1
Bjerrum, L.2
-
163
-
-
15544379167
-
Probabilistic limiting tolerable displacements for serviceability limit state design of foundations
-
Zhang, L.M. and Ng, A.M.Y. (2005) Probabilistic limiting tolerable displacements for serviceability limit state design of foundations, Géotechnique, 55(2), 151–161.
-
(2005)
Géotechnique
, vol.55
, Issue.2
, pp. 151-161
-
-
Zhang, L.M.1
Ng, A.M.Y.2
-
164
-
-
0035398754
-
Scale effect of strip and circular footings resting on dense sand
-
Zhu, F., Clark, J.I. and Philips, R. (2001) Scale effect of strip and circular footings resting on dense sand, Journal of Geotechnical and Geoenvironmental Engineering, 127(7), 613–620.
-
(2001)
Journal of Geotechnical and Geoenvironmental Engineering
, vol.127
, Issue.7
, pp. 613-620
-
-
Zhu, F.1
Clark, J.I.2
Philips, R.3
-
165
-
-
0002201848
-
Load bearing capacity and deformation of piled foundations
-
Paris, France
-
Berezantzev, V.G., Khristoforov, V.S. and Golubkov, V.N. (1961) Load bearing capacity and deformation of piled foundations, in Proceedings of the 5th International Conference on Soil Mechanics and Foundation Engineering, Paris, France, pp. 11–15.
-
(1961)
Proceedings of the 5Th International Conference on Soil Mechanics and Foundation Engineering
, pp. 11-15
-
-
Berezantzev, V.G.1
Khristoforov, V.S.2
Golubkov, V.N.3
-
170
-
-
0027789960
-
Tensile and compressive shaft capacity of piles in sand
-
ASCE
-
De Nicola, A. and Randolph, M.F. (1993). Tensile and compressive shaft capacity of piles in sand. Journal of the Geotechnical Engineering Division, ASCE, 119(12), 1952–1973.
-
(1993)
Journal of the Geotechnical Engineering Division
, vol.119
, Issue.12
, pp. 1952-1973
-
-
De Nicola, A.1
Randolph, M.F.2
-
172
-
-
0019057479
-
The analysis of results from routine pile load tests
-
Fellenius, B.H. (1980) The analysis of results from routine pile load tests, Ground Engineering, 13(6), 19–31.
-
(1980)
Ground Engineering
, vol.13
, Issue.6
, pp. 19-31
-
-
Fellenius, B.H.1
-
173
-
-
0027009014
-
A new method for single pile settlement prediction and analysis
-
Fleming, W.G.K. (1992). A new method for single pile settlement prediction and analysis, Géotechnique, 42(3), 411–425.
-
(1992)
Géotechnique
, vol.42
, Issue.3
, pp. 411-425
-
-
Fleming, W.G.K.1
-
174
-
-
0003558245
-
-
Taylor & Francis, Abingdon, Oxon
-
Fleming, W.G.K., Weltman, A., Randolph, M.R. and Elson, K. (2009). Piling Engineering (3rd edn), Taylor & Francis, Abingdon, Oxon.
-
(2009)
Piling Engineering (3Rd Edn)
-
-
Fleming, W.G.K.1
Weltman, A.2
Randolph, M.R.3
Elson, K.4
-
175
-
-
0036742606
-
Shear failure behavior of granular-continuum interfaces
-
Frost, J.D., DeJong, J.T. and Recalde, M. (2002). Shear failure behavior of granular-continuum interfaces, Engineering Fracture Mechanics, 69(17), 2029–2048.
-
(2002)
Engineering Fracture Mechanics
, vol.69
, Issue.17
, pp. 2029-2048
-
-
Frost, J.D.1
Dejong, J.T.2
Recalde, M.3
-
176
-
-
33644830522
-
-
Thomas Telford, London
-
Jardine, R., Chow, F.C., Overy, R. and Standing, J. (2005). ICP Design Methods for Driven Piles in Sands and Clays. Thomas Telford, London.
-
(2005)
ICP Design Methods for Driven Piles in Sands and Clays
-
-
Jardine, R.1
Chow, F.C.2
Overy, R.3
Standing, J.4
-
177
-
-
79959672098
-
-
Thomas Telford, London
-
Karlsrud, K., Hansen, S.B., Dyvik, R. and Kalsnes, B. (1993) NGI’s pile tests at Tilbrook and Pentre – review of testing procedures and results, in Large-scale Pile Tests in Clay, Thomas Telford, London, pp. 549–583.
-
(1993)
NGI’s Pile Tests at Tilbrook and Pentre – Review of Testing Procedures and Results, in Large-Scale Pile Tests in Clay
, pp. 549-583
-
-
Karlsrud, K.1
Hansen, S.B.2
Dyvik, R.3
Kalsnes, B.4
-
178
-
-
85125967625
-
-
Houston, Paper OTC
-
Kolk, H.J. and van der Velde, E. (1996) A reliable method to determine friction capacity of piles driven into clays, in Proceedings of the Offshore Technology Conference, Houston, Paper OTC 7993.
-
(1996)
A Reliable Method to Determine Friction Capacity of Piles Driven into Clays, in Proceedings of the Offshore Technology Conference
, pp. 7993
-
-
Kolk, H.J.1
Van Der Velde, E.2
-
180
-
-
0032851354
-
Determination of pile base resistance in sands
-
Lee, J.H. and Salgado, R. (1999) Determination of pile base resistance in sands, Journal of Geotechnical and Geoenvironmental Engineering, 125(8), 673–683.
-
(1999)
Journal of Geotechnical and Geoenvironmental Engineering
, vol.125
, Issue.8
, pp. 673-683
-
-
Lee, J.H.1
Salgado, R.2
-
181
-
-
0032007723
-
Settlement and additional internal forces of grouped piles in layered soil
-
Mylonakis, G. and Gazetas, G. (1998) Settlement and additional internal forces of grouped piles in layered soil, Géotechnique, 48(1), 55–72.
-
(1998)
Géotechnique
, vol.48
, Issue.1
, pp. 55-72
-
-
Mylonakis, G.1
Gazetas, G.2
-
182
-
-
0024737876
-
Pile behaviour – theory and application
-
Poulos, H.G. (1989) Pile behaviour – theory and application, Géotechnique, 39(3), 363–416.
-
(1989)
Géotechnique
, vol.39
, Issue.3
, pp. 363-416
-
-
Poulos, H.G.1
-
184
-
-
85058716237
-
Shaft capacity of driven piles in clay
-
Randolph, M.F. and Murphy, B.S. (1985) Shaft capacity of driven piles in clay, in Proceedings of the 17th Annual Offshore Technology Conference, Houston, Vol. 1, pp. 371–378.
-
(1985)
Proceedings of the 17Th Annual Offshore Technology Conference, Houston
, vol.1
, pp. 371-378
-
-
Randolph, M.F.1
Murphy, B.S.2
-
185
-
-
0018059180
-
Analysis of deformation of vertically loaded piles
-
ASCE
-
Randolph, M.F. and Wroth, C.P. (1978) Analysis of deformation of vertically loaded piles, Journal of the Geotechnical Engineering Division, ASCE, 104(GT12), 1465–1488.
-
(1978)
Journal of the Geotechnical Engineering Division
, vol.104
, Issue.GT12
, pp. 1465-1488
-
-
Randolph, M.F.1
Wroth, C.P.2
-
186
-
-
23844457233
-
Drilled shaft side friction in gravelly soils
-
ASCE
-
Rollins, K.M., Clayton, R.J., Mikesell, R.C. and Blaise, B.C. (2005) Drilled shaft side friction in gravelly soils, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 131(8), 987–1003.
-
(2005)
Journal of Geotechnical and Geoenvironmental Engineering
, vol.131
, Issue.8
, pp. 987-1003
-
-
Rollins, K.M.1
Clayton, R.J.2
Mikesell, R.C.3
Blaise, B.C.4
-
188
-
-
85024216289
-
Cast in-situ bored piles in London Clay
-
Skempton, A.W. (1959) Cast in-situ bored piles in London Clay, Géotechnique, 9(4) 153–173.
-
(1959)
Géotechnique
, vol.9
, Issue.4
, pp. 153-173
-
-
Skempton, A.W.1
-
189
-
-
0040940668
-
-
Palo Alto, CA
-
Stas, C.V. and Kulhawy, F.H. (1984) Critical Evaluation of Design Methods for Foundations under Axial Uplift and Compression Loading, EPRI Report EL-3771, Palo Alto, CA, 198 pp.
-
(1984)
Critical Evaluation of Design Methods for Foundations under Axial Uplift and Compression Loading, EPRI Report EL-3771
, pp. 198
-
-
Stas, C.V.1
Kulhawy, F.H.2
-
190
-
-
0032052871
-
Interfacial friction between sands and solid surfaces
-
Subba Rao, K.S., Allam, M.M. and Robinson, R.G. (1998) Interfacial friction between sands and solid surfaces, Proceedings ICE – Geotechnical Engineering, 131(2) 75–82.
-
(1998)
Proceedings ICE – Geotechnical Engineering
, vol.131
, Issue.2
, pp. 75-82
-
-
Subba Rao, K.S.1
Allam, M.M.2
Robinson, R.G.3
-
191
-
-
0022893016
-
Frictional resistance at yield between dry sand and mild steel
-
Uesugi, M. and Kishida, H. (1986) Frictional resistance at yield between dry sand and mild steel, Soils and Foundations, 26(4), 139–149.
-
(1986)
Soils and Foundations
, vol.26
, Issue.4
, pp. 139-149
-
-
Uesugi, M.1
Kishida, H.2
-
192
-
-
0025405352
-
Friction between dry sand and concrete under monotonic and repeated loading
-
Uesugi, M., Kishida, H. and Uchikawa, Y. (1990) Friction between dry sand and concrete under monotonic and repeated loading, Soils and Foundations, 30(1), 115–128.
-
(1990)
Soils and Foundations
, vol.30
, Issue.1
, pp. 115-128
-
-
Uesugi, M.1
Kishida, H.2
Uchikawa, Y.3
-
194
-
-
85024225664
-
Experiments with models piles in groups
-
Whitaker, T. (1957) Experiments with models piles in groups, Géotechnique, 7(4), 147–167.
-
(1957)
Géotechnique
, vol.7
, Issue.4
, pp. 147-167
-
-
Whitaker, T.1
-
197
-
-
0002851831
-
Settlement of buildings and associated damage
-
Pentech Press, London
-
Burland, J.B. and Wroth, C.P. (1975) Settlement of buildings and associated damage, in Proceedings of Conference on Settlement of Structures (British Geotechnical Society), Pentech Press, London, pp. 611–653.
-
(1975)
Proceedings of Conference on Settlement of Structures (British Geotechnical Society)
, pp. 611-653
-
-
Burland, J.B.1
Wroth, C.P.2
-
199
-
-
84975757940
-
A complete three-dimensional failure envelope for shallow footings on sand
-
Butterfield, R. and Gottardi, G. (1994) A complete three-dimensional failure envelope for shallow footings on sand, Géotechnique, 44(1), 181–184.
-
(1994)
Géotechnique
, vol.44
, Issue.1
, pp. 181-184
-
-
Butterfield, R.1
Gottardi, G.2
-
200
-
-
2342418955
-
Settlement and tilt of low-rise buildings
-
Charles, J.A. and Skinner, H.D. (2004) Settlement and tilt of low-rise buildings, Proceedings ICE – Geotechnical Engineering, 157(GE2), 65–75.
-
(2004)
Proceedings ICE – Geotechnical Engineering
, vol.157
, Issue.GE2
, pp. 65-75
-
-
Charles, J.A.1
Skinner, H.D.2
-
201
-
-
0003558245
-
-
Taylor & Francis, Abingdon, Oxon
-
Fleming, W.G.K., Weltman, A., Randolph, M.R. and Elson, K. (2009) Piling Engineering (3rd edn), Taylor & Francis, Abingdon, Oxon.
-
(2009)
Piling Engineering (3Rd Edn)
-
-
Fleming, W.G.K.1
Weltman, A.2
Randolph, M.R.3
Elson, K.4
-
203
-
-
35349024358
-
Shape effects on the capacity of rectangular footings under general loading
-
Gourvenec, S. (2007) Shape effects on the capacity of rectangular footings under general loading, Géotechnique, 57(8), 637–646.
-
(2007)
Géotechnique
, vol.57
, Issue.8
, pp. 637-646
-
-
Gourvenec, S.1
-
204
-
-
34248999370
-
Undrained limit states of shallow foundations acting in consort
-
Gourvenec, S. and Steinepreis, M. (2007) Undrained limit states of shallow foundations acting in consort, International Journal of Geomechanics, 7(3), 194–205.
-
(2007)
International Journal of Geomechanics
, vol.7
, Issue.3
, pp. 194-205
-
-
Gourvenec, S.1
Steinepreis, M.2
-
205
-
-
0031468411
-
On the definition of raft–soil stiffness ratio
-
Horikoshi, K. and Randolph, M.F. (1997) On the definition of raft–soil stiffness ratio, Géotechnique 47(5), 1055–1061.
-
(1997)
Géotechnique
, vol.47
, Issue.5
, pp. 1055-1061
-
-
Horikoshi, K.1
Randolph, M.F.2
-
206
-
-
33846419490
-
Ultimate bearing capacity of two interfering rough strip footings
-
Kumar, J and Ghosh, P.(2007) Ultimate bearing capacity of two interfering rough strip footings, International Journal of Geomechanics, 7(1), 53–62.
-
(2007)
International Journal of Geomechanics
, vol.7
, Issue.1
, pp. 53-62
-
-
Kumar, J.1
Ghosh, P.2
-
207
-
-
41049093626
-
Strain influence diagrams for settlement estimation of both isolated and multiple footings in sand
-
Lee, J., Eun, J., Prezzi, M. and Salgado, R. (2008) Strain influence diagrams for settlement estimation of both isolated and multiple footings in sand, Journal of Geotechnical and Geoenvironmental Engineering, 134(4), 417–427.
-
(2008)
Journal of Geotechnical and Geoenvironmental Engineering
, vol.134
, Issue.4
, pp. 417-427
-
-
Lee, J.1
Eun, J.2
Prezzi, M.3
Salgado, R.4
-
208
-
-
85125969053
-
Numerical modeling of pile lateral and axial load interaction
-
IHS BRE Press, Bracknell, Berkshire
-
Levy, N.H., Einav, I. and Randolph, M.F. (2008) Numerical modeling of pile lateral and axial load interaction, in Proceedings of the 2nd BGA International Conference on Foundations, ICOF 2008, IHS BRE Press, Bracknell, Berkshire.
-
(2008)
Proceedings of the 2Nd BGA International Conference on Foundations, ICOF 2008
-
-
Levy, N.H.1
Einav, I.2
Randolph, M.F.3
-
209
-
-
0006044501
-
Maximum allowable non-uniform settlement of structures
-
London
-
Polshin, D.E. and Tokar, R.A. (1957) Maximum allowable non-uniform settlement of structures, in Proceedings of the 4th International Conference SMFE, London, Vol. 1, pp. 402–405.
-
(1957)
Proceedings of the 4Th International Conference SMFE
, vol.1
, pp. 402-405
-
-
Polshin, D.E.1
Tokar, R.A.2
-
210
-
-
0019581419
-
The response of flexible piles to lateral loading
-
Randolph, M.F. (1981) The response of flexible piles to lateral loading, Géotechnique, 31(2), 247–259.
-
(1981)
Géotechnique
, vol.31
, Issue.2
, pp. 247-259
-
-
Randolph, M.F.1
-
212
-
-
0001123373
-
Allowable settlement of buildings
-
Skempton, A.W. and MacDonald, D.H. (1956) Allowable settlement of buildings, Proceedings ICE, 5(3), 727–768.
-
(1956)
Proceedings ICE
, vol.5
, Issue.3
, pp. 727-768
-
-
Skempton, A.W.1
Macdonald, D.H.2
-
213
-
-
0011978372
-
Interference between foundations, with special reference to surface footings in sand
-
Stuart, J.G. (1962) Interference between foundations, with special reference to surface footings in sand, Géotechnique 12(1), 15–22.
-
(1962)
Géotechnique
, vol.12
, Issue.1
, pp. 15-22
-
-
Stuart, J.G.1
-
214
-
-
15544379167
-
Probabilistic limiting tolerable displacements for serviceability limit state design of foundations
-
Zhang, L.M. and Ng, A.M.Y. (2005) Probabilistic limiting tolerable displacements for serviceability limit state design of foundations, Géotechnique, 55(2), 151–161.
-
(2005)
Géotechnique
, vol.55
, Issue.2
, pp. 151-161
-
-
Zhang, L.M.1
Ng, A.M.Y.2
-
215
-
-
0002201848
-
Load bearing capacity and deformation of piled foundations
-
Paris, France
-
Berezantzev, V.G., Khristoforov, V.S. and Golubkov, V.N. (1961) Load bearing capacity and deformation of piled foundations, in Proceedings of the 5th International Conference on Soil Mechanics and Foundation Engineering, Paris, France, pp. 11–15.
-
(1961)
Proceedings of the 5Th International Conference on Soil Mechanics and Foundation Engineering
, pp. 11-15
-
-
Berezantzev, V.G.1
Khristoforov, V.S.2
Golubkov, V.N.3
-
216
-
-
84910913332
-
Stability of strutted excavations in clay
-
Bjerrum, L. and Eide, O. (1956) Stability of strutted excavations in clay, Géotechnique, 6(1), 32–47.
-
(1956)
Géotechnique
, vol.6
, Issue.1
, pp. 32-47
-
-
Bjerrum, L.1
Eide, O.2
-
220
-
-
0018518736
-
The effects of compaction on retaining walls
-
Ingold, T.S. (1979) The effects of compaction on retaining walls, Géotechnique, 29, 265–283.
-
(1979)
Géotechnique
, vol.29
, pp. 265-283
-
-
Ingold, T.S.1
-
222
-
-
0018288072
-
Theoretical analysis of failure in reinforced earth structures
-
ASCE Convention, Pittsburgh
-
Juran, I. and Schlosser, F. (1978) Theoretical analysis of failure in reinforced earth structures, in Proceedings of the Symposium on Earth Reinforcement, ASCE Convention, Pittsburgh, pp. 528–555.
-
(1978)
Proceedings of the Symposium on Earth Reinforcement
, pp. 528-555
-
-
Juran, I.1
Schlosser, F.2
-
224
-
-
0020139985
-
Ko-OCR (At rest pressure – Overconsolidation Ratio) relationships in soil
-
ASCE
-
Mayne, P.W. and Kulhawy, F.H. (1982) Ko-OCR (At rest pressure – Overconsolidation Ratio) relationships in soil, Journal of the Geotechnical Engineering Division, ASCE, 108(GT6), 851–872.
-
(1982)
Journal of the Geotechnical Engineering Division
, vol.108
, Issue.GT6
, pp. 851-872
-
-
Mayne, P.W.1
Kulhawy, F.H.2
-
225
-
-
84907320650
-
Coefficient of earth pressure at-rest derived from the Sekiguchi-Ohta Model
-
Subang Jaya, Malaysia, 8–11 May
-
Pipatpongsa, T., Takeyama, T., Ohta, H. and Iizuka, A. (2007) Coefficient of earth pressure at-rest derived from the Sekiguchi-Ohta Model, in Proceedings of the 16th Southeast Asian Geotechnical Conference, Subang Jaya, Malaysia, 8–11 May, pp. 325–331.
-
(2007)
Proceedings of the 16Th Southeast Asian Geotechnical Conference
, pp. 325-331
-
-
Pipatpongsa, T.1
Takeyama, T.2
Ohta, H.3
Iizuka, A.4
-
226
-
-
0021492166
-
The behaviour of a propped retaining wall: Results of a numerical experiment
-
Potts, D.M. and Fourie, A.B. (1984) The behaviour of a propped retaining wall: Results of a numerical experiment, Géotechnique, 34(3), 383–404.
-
(1984)
Géotechnique
, vol.34
, Issue.3
, pp. 383-404
-
-
Potts, D.M.1
Fourie, A.B.2
-
227
-
-
0001037166
-
The effect of wall stiffness on the behaviour of a propped retaining wall
-
Potts, D.M. and Fourie, A.B. (1985) The effect of wall stiffness on the behaviour of a propped retaining wall, Géotechnique, 35(3), 347–352.
-
(1985)
Géotechnique
, vol.35
, Issue.3
, pp. 347-352
-
-
Potts, D.M.1
Fourie, A.B.2
-
230
-
-
0017505670
-
Stability of a shallow circular tunnel in cohesionless soil
-
Atkinson, J.H. and Potts, D.M. (1977) Stability of a shallow circular tunnel in cohesionless soil, Géotechnique, 27(2), 203–215.
-
(1977)
Géotechnique
, vol.27
, Issue.2
, pp. 203-215
-
-
Atkinson, J.H.1
Potts, D.M.2
-
231
-
-
28144452356
-
General slope stability analysis
-
Bell, J.M. (1968) General slope stability analysis, Journal ASCE, 94(SM6), 1253–1270.
-
(1968)
Journal ASCE
, vol.94
, Issue.SM6
, pp. 1253-1270
-
-
Bell, J.M.1
-
232
-
-
84993995958
-
The use of the slip circle in the stability analysis of slopes
-
Bishop, A.W. (1955) The use of the slip circle in the stability analysis of slopes, Géotechnique, 5(1), 7–17.
-
(1955)
Géotechnique
, vol.5
, Issue.1
, pp. 7-17
-
-
Bishop, A.W.1
-
233
-
-
0002422772
-
The relevance of the triaxial test to the solution of stability problems
-
Boulder, Colorado
-
Bishop, A.W. and Bjerrum, L. (1960) The relevance of the triaxial test to the solution of stability problems, in Proceedings of the ASCE Research Conference on Shear Strength of Cohesive Soils, Boulder, Colorado, pp. 437–501.
-
(1960)
Proceedings of the ASCE Research Conference on Shear Strength of Cohesive Soils
, pp. 437-501
-
-
Bishop, A.W.1
Bjerrum, L.2
-
234
-
-
85020699571
-
Stability coefficients for earth slopes
-
Bishop, A.W. and Morgenstern, N.R. (1960) Stability coefficients for earth slopes, Géotechnique, 10(4), 129–147.
-
(1960)
Géotechnique
, vol.10
, Issue.4
, pp. 129-147
-
-
Bishop, A.W.1
Morgenstern, N.R.2
-
235
-
-
0019262540
-
The stability of shallow tunnels and underground openings in cohesive material
-
Davis, E.H., Gunn, M.J., Mair, R.J. and Seneviratne, H.N. (1980). The stability of shallow tunnels and underground openings in cohesive material, Géotechnique, 30(4), 397–416.
-
(1980)
Géotechnique
, vol.30
, Issue.4
, pp. 397-416
-
-
Davis, E.H.1
Gunn, M.J.2
Mair, R.J.3
Seneviratne, H.N.4
-
237
-
-
0024165822
-
Three-dimensional analysis of slides in cohesive soils
-
Gens, A., Hutchinson, J.N. and Cavounidis, S. (1988) Three-dimensional analysis of slides in cohesive soils, Géotechnique, 38(1), 1–23.
-
(1988)
Géotechnique
, vol.38
, Issue.1
, pp. 1-23
-
-
Gens, A.1
Hutchinson, J.N.2
Cavounidis, S.3
-
238
-
-
85013523385
-
A note on the stability of cuttings in normally consolidated clays
-
Gibson, R.E. and Morgenstern, N.R. (1962) A note on the stability of cuttings in normally consolidated clays, Géotechnique, 12(3), 212–216.
-
(1962)
Géotechnique
, vol.12
, Issue.3
, pp. 212-216
-
-
Gibson, R.E.1
Morgenstern, N.R.2
-
239
-
-
0014327009
-
The efficiency of horizontal drainage layers for accelerating consolidation of clay embankments
-
Gibson, R.E. and Shefford, G.C. (1968) The efficiency of horizontal drainage layers for accelerating consolidation of clay embankments, Géotechnique, 18(3), 327–335.
-
(1968)
Géotechnique
, vol.18
, Issue.3
, pp. 327-335
-
-
Gibson, R.E.1
Shefford, G.C.2
-
240
-
-
0025683964
-
Upper and lower bound solutions for the face stability of shallow circular tunnels in frictional material
-
Leca, E. and Dormieux, L. (1990) Upper and lower bound solutions for the face stability of shallow circular tunnels in frictional material, Géotechnique, 40(4), 581–606.
-
(1990)
Géotechnique
, vol.40
, Issue.4
, pp. 581-606
-
-
Leca, E.1
Dormieux, L.2
-
243
-
-
84959134269
-
Stability charts for earth slopes during rapid drawdown
-
Morgenstern, N.R. (1963) Stability charts for earth slopes during rapid drawdown, Géotechnique, 13(2), 121–131.
-
(1963)
Géotechnique
, vol.13
, Issue.2
, pp. 121-131
-
-
Morgenstern, N.R.1
-
244
-
-
85024165388
-
The analysis of the stability of general slip surfaces
-
Morgenstern, N.R. and Price, V.E. (1965) The analysis of the stability of general slip surfaces, Géotechnique, 15(1), 79–93.
-
(1965)
Géotechnique
, vol.15
, Issue.1
, pp. 79-93
-
-
Morgenstern, N.R.1
Price, V.E.2
-
245
-
-
0001394698
-
A numerical method for solving the equations of stability of general slip surfaces
-
Morgenstern, N.R. and Price, V.E. (1967) A numerical method for solving the equations of stability of general slip surfaces, Computer Journal, 9, 388–393.
-
(1967)
Computer Journal
, vol.9
, pp. 388-393
-
-
Morgenstern, N.R.1
Price, V.E.2
-
246
-
-
84857201891
-
First-time slides in overconsolidated clays (Technical Note)
-
Skempton, A.W. (1970) First-time slides in overconsolidated clays (Technical Note), Géotechnique, 20(3), 320–324.
-
(1970)
Géotechnique
, vol.20
, Issue.3
, pp. 320-324
-
-
Skempton, A.W.1
-
247
-
-
84984638278
-
A method of analysis of the stability of embankments assuming parallel inter-slice forces
-
Spencer, E. (1967) A method of analysis of the stability of embankments assuming parallel inter-slice forces, Géotechnique, 17(1), 11–26.
-
(1967)
Géotechnique
, vol.17
, Issue.1
, pp. 11-26
-
-
Spencer, E.1
-
249
-
-
33750213465
-
Limit analysis of slope instability caused by partial submergence and rapid drawdown
-
Viratjandr, C. and Michalowski, R.L. (2006). Limit analysis of slope instability caused by partial submergence and rapid drawdown, Canadian Geotechnical Journal, 43(8), 802–814.
-
(2006)
Canadian Geotechnical Journal
, vol.43
, Issue.8
, pp. 802-814
-
-
Viratjandr, C.1
Michalowski, R.L.2
-
250
-
-
77953481699
-
Optical fibre strain measurement for tunnel lining monitoring
-
Cheung, L.L.K., Soga, K., Bennett, P.J., Kobayashi, Y., Amatya, B. and Wright, P. (2010) Optical fibre strain measurement for tunnel lining monitoring, Proceedings ICE – Geotechnical Engineering, 163(GE3), 119–130.
-
(2010)
Proceedings ICE – Geotechnical Engineering
, vol.163
, Issue.GE3
, pp. 119-130
-
-
Cheung, L.L.K.1
Soga, K.2
Bennett, P.J.3
Kobayashi, Y.4
Amatya, B.5
Wright, P.6
-
252
-
-
84928578991
-
Predictions in soil engineering
-
Lambe, T.W. (1973) Predictions in soil engineering, Géotechnique, 23(2), 149–202.
-
(1973)
Géotechnique
, vol.23
, Issue.2
, pp. 149-202
-
-
Lambe, T.W.1
-
253
-
-
0004069777
-
-
E & FN Spon, London
-
Lunne, T., Robertson, P.K. and Powell, J.J.M. (1997) Cone Penetration Testing in Geotechnical Practice, E & FN Spon, London.
-
(1997)
Cone Penetration Testing in Geotechnical Practice
-
-
Lunne, T.1
Robertson, P.K.2
Powell, J.J.M.3
-
254
-
-
0014520060
-
Advantages and limitations of the observational method in applied soil mechanics
-
Peck, R.B. (1969) Advantages and limitations of the observational method in applied soil mechanics, Géotechnique, 19(2), 171–187.
-
(1969)
Géotechnique
, vol.19
, Issue.2
, pp. 171-187
-
-
Peck, R.B.1
-
255
-
-
0033497759
-
Determination of characteristic soil properties
-
Balkema, Rotterdam
-
Schneider, H.R. (1999) Determination of characteristic soil properties, in Proceedings of the 12th European Conference on SMFE, Balkema, Rotterdam, Vol. 1, pp. 273–281.
-
(1999)
Proceedings of the 12Th European Conference on SMFE
, vol.1
, pp. 273-281
-
-
Schneider, H.R.1
|