-
1
-
-
0001073416
-
Observational procedure of settlement predictions
-
Asaoka, A. (1978): Observational procedure of settlement predictions, Soils and Foundations, 18 (4), 87-101.
-
(1978)
Soils and Foundations
, vol.18
, Issue.4
, pp. 87-101
-
-
Asaoka, A.1
-
2
-
-
0000580640
-
Consolidation of fine-grained soils by Drain Wells
-
Barron, R. A. (1948): Consolidation of fine-grained soils by Drain Wells, Trans. ASCE, 113, 718-754.
-
(1948)
Trans. ASCE
, vol.113
, pp. 718-754
-
-
Barron, R.A.1
-
3
-
-
0001935993
-
Engineering geology of Norwegian normallyconsolidated clays, Seventh Rankine Lecture
-
Bjerrum, L. (1967): Engineering geology of Norwegian normallyconsolidated clays, Seventh Rankine Lecture, Géotechnique, 17 (2), 81-118.
-
(1967)
Géotechnique
, vol.17
, Issue.2
, pp. 81-118
-
-
Bjerrum, L.1
-
4
-
-
0002542930
-
Embankments on soft ground, State of the Art Report
-
Purdue Univ., ASCE
-
Bjerrum, L. (1972): Embankments on soft ground, State of the Art Report, Proc. Spec. Conf. on Performance of Earth and Earth-Supported Structures, Purdue Univ., ASCE, 1, 1-54.
-
(1972)
Proc. Spec. Conf. on Performance of Earth and Earth-supported Structures
, vol.1
, pp. 1-54
-
-
Bjerrum, L.1
-
5
-
-
0018712811
-
A natural compression law for soils (an advance on e-log p′)
-
Butterfield, R. (1979): A natural compression law for soils (an advance on e-log p′), Géotechnique, 29 (4), 469-480.
-
(1979)
Géotechnique
, vol.29
, Issue.4
, pp. 469-480
-
-
Butterfield, R.1
-
6
-
-
0027008913
-
The formulation of virgin compression in soils
-
Den Haan, E. J. (1992): The formulation of virgin compression in soils, Géotechnique, 42 (3), 465-484.
-
(1992)
Géotechnique
, vol.42
, Issue.3
, pp. 465-484
-
-
Den Haan, E.J.1
-
7
-
-
0029668969
-
A compression model for non-brittle soft clays and peat
-
Den Haan, E. J. (1996): A compression model for non-brittle soft clays and peat, Géotechnique, 46 (1), 1-16.
-
(1996)
Géotechnique
, vol.46
, Issue.1
, pp. 1-16
-
-
Den Haan, E.J.1
-
8
-
-
85025018664
-
Consolidation of soils exhibiting creep under constant effective stress
-
Garlanger, J. E. (1972): Consolidation of soils exhibiting creep under constant effective stress, Géotechnique, 22 (1), 71-78.
-
(1972)
Géotechnique
, vol.22
, Issue.1
, pp. 71-78
-
-
Garlanger, J.E.1
-
9
-
-
0007745635
-
Bothkennar soft clay test site: Characterisation and lessons learned, Symp. in Print
-
Géotechnique
-
Géotechnique (1992): Bothkennar soft clay test site: characterisation and lessons learned, Symp. in Print, Géotechnique, 42 (2), 161-378.
-
(1992)
Géotechnique
, vol.42
, Issue.2
, pp. 161-378
-
-
-
10
-
-
0019677788
-
Consolidation of fine-grained soils by prefabricated drains
-
Hansbo, S. (1981): Consolidation of fine-grained soils by prefabricated drains, Proc. 10th Int. Conf. on SMFE, Stockholm., 3, 677-682.
-
(1981)
Proc. 10th Int. Conf. on SMFE, Stockholm
, vol.3
, pp. 677-682
-
-
Hansbo, S.1
-
11
-
-
0027007902
-
Characterisation of the Bothkennar clay: An overview
-
Hight, D. W., Bond, A. J. and Legge, J. D. (1992): Characterisation of the Bothkennar clay: an overview, Géotechnique, 42 (2), 303-348.
-
(1992)
Géotechnique
, vol.42
, Issue.2
, pp. 303-348
-
-
Hight, D.W.1
Bond, A.J.2
Legge, J.D.3
-
12
-
-
0003717420
-
-
CIRIA Ground Engrg. Report: Ground Improvement, Butter-worth-Heinemann Ltd., Oxford
-
Holtz, R. D., Jamiolkowski, M., Lancellotta, R. and Pedroni, R. (1991): Prefabricated Vertical Drains: Design and Performance, CIRIA Ground Engrg. Report: Ground Improvement, Butter-worth-Heinemann Ltd., Oxford.
-
(1991)
Prefabricated Vertical Drains: Design and Performance
-
-
Holtz, R.D.1
Jamiolkowski, M.2
Lancellotta, R.3
Pedroni, R.4
-
13
-
-
0021594386
-
Precompression and speeding up consolidation, General Report to Spec. Session 6
-
Jamiolkowski, M., Lancellotta, R. and Wolski, W. (1983): Precompression and speeding up consolidation, General Report to Spec. Session 6, 8th Eur. Conf. on SMFE, Helsinki, 3, 1201-1226.
-
(1983)
8th Eur. Conf. on SMFE, Helsinki
, vol.3
, pp. 1201-1226
-
-
Jamiolkowski, M.1
Lancellotta, R.2
Wolski, W.3
-
14
-
-
0000729658
-
Precompression for improving foundation soils
-
Johnson, S. J. (1970): Precompression for improving foundation soils, J. Soil Mech. and Found. Div., ASCE, 96 (SM1), 111-144.
-
(1970)
J. Soil Mech. and Found. Div., ASCE
, vol.96
, Issue.SM1
, pp. 111-144
-
-
Johnson, S.J.1
-
15
-
-
0001469154
-
Consolidation of natural clays and laboratory testing
-
eds. by Yong, R. N. and Townsend, F. C., ASTM STP 892
-
Kabbaj, M., Oka, F., Leroueil, S., and Tavenas, F. (1986): Consolidation of natural clays and laboratory testing, In Consolidation of Soils: Testing and Evaluation, (eds. by Yong, R. N. and Townsend, F. C.), ASTM STP 892, 71-103.
-
(1986)
Consolidation of Soils: Testing and Evaluation
, pp. 71-103
-
-
Kabbaj, M.1
Oka, F.2
Leroueil, S.3
Tavenas, F.4
-
16
-
-
0000759718
-
Stress-deformation and strength characteristics: State-of-the-art report
-
Ladd, C. C., Foott, R., Ishihara, K., Schlosser, F. and Poulos, H. G. (1976): Stress-deformation and strength characteristics: State-of-the-art report, Proc. 9th Int. Conf. on SMFE, Tokyo, 2, 421-494.
-
(1976)
Proc. 9th Int. Conf. on SMFE, Tokyo
, vol.2
, pp. 421-494
-
-
Ladd, C.C.1
Foott, R.2
Ishihara, K.3
Schlosser, F.4
Poulos, H.G.5
-
18
-
-
0024165103
-
Recent developments in consolidation of natural clays, 10th Can. Geotech. Colloquium
-
Leroueil, S. (1988): Recent developments in consolidation of natural clays, 10th Can. Geotech. Colloquium. Can. Geotech. J., 25 (1), 85-107.
-
(1988)
Can. Geotech. J.
, vol.25
, Issue.1
, pp. 85-107
-
-
Leroueil, S.1
-
19
-
-
0003130366
-
Etude numérique de la consolidation unidimensionnelle en tenant compte des variations de la perméabilité et de la compressibilité du sol, du fluage et de la non-saturation
-
Magnan, J.-P., Baghery, S., Brucy, M. and Tavenas, F. (1979): Etude numérique de la consolidation unidimensionnelle en tenant compte des variations de la perméabilité et de la compressibilité du sol, du fluage et de la non-saturation, Bulletin de Liaison des Laboratoires des Ponts et Chaussées, 103, 83-94.
-
(1979)
Bulletin de Liaison des Laboratoires des Ponts et Chaussées
, vol.103
, pp. 83-94
-
-
Magnan, J.-P.1
Baghery, S.2
Brucy, M.3
Tavenas, F.4
-
20
-
-
0022248737
-
The uniqueness of the end-of-primary (EOF) void ratio-effective stress relationship
-
Mesri, G. and Choi, Y. K. (1985a): The uniqueness of the end-of-primary (EOF) void ratio-effective stress relationship, Proc. 11th Int. Conf. on SMFE, San Francisco, 2, 587-590.
-
(1985)
Proc. 11th Int. Conf. on SMFE, San Francisco
, vol.2
, pp. 587-590
-
-
Mesri, G.1
Choi, Y.K.2
-
21
-
-
0021855958
-
Settlement analysis of embankments on soft clays
-
Mesri, G. and Choi, Y. K. (1985b): Settlement analysis of embankments on soft clays, J. Geotech. Engrg., ASCE, 111 (GT4), 441-464.
-
(1985)
J. Geotech. Engrg., ASCE
, vol.111
, Issue.GT4
, pp. 441-464
-
-
Mesri, G.1
Choi, Y.K.2
-
22
-
-
0017494335
-
Time- And Stress-compressibility interrelationship
-
Mesri, G. and Godlewski, P. M. (1977): Time- and Stress-compressibility interrelationship, J. Geotech. Engrg., ASCE, 103 (GT5), 417-429.
-
(1977)
J. Geotech. Engrg., ASCE
, vol.103
, Issue.GT5
, pp. 417-429
-
-
Mesri, G.1
Godlewski, P.M.2
-
23
-
-
0028026338
-
Settlement of embankments on soft clays
-
ASCE, Geot. Spec. Pub.
-
Mesri, G., Lo, D. O. K. and Feng, T. W. (1994): Settlement of embankments on soft clays, Vertical and Horizontal Deformations of Foundations and Embankments, ASCE, Geot. Spec. Pub., (40), 8-55.
-
(1994)
Vertical and Horizontal Deformations of Foundations and Embankments
, Issue.40
, pp. 8-55
-
-
Mesri, G.1
Lo, D.O.K.2
Feng, T.W.3
-
24
-
-
2142762129
-
-
Report LR 419, Road Research Laboratory, Crowthorne, Berks, UK
-
Murray, R. T. (1971): Embankments constructed on soft foundations: settlement study at Avonmouth, Report LR 419, Road Research Laboratory, Crowthorne, Berks, UK.
-
(1971)
Embankments Constructed on Soft Foundations: Settlement Study at Avonmouth
-
-
Murray, R.T.1
-
25
-
-
0027007906
-
Initial investigations of the soft clay test bed site at Bothkennar
-
Nash, D. F. T., Powell, J. J. M. and Lloyd, I. M. (1992): Initial investigations of the soft clay test bed site at Bothkennar, Géotechnique, 42 (2), 163-182.
-
(1992)
Géotechnique
, vol.42
, Issue.2
, pp. 163-182
-
-
Nash, D.F.T.1
Powell, J.J.M.2
Lloyd, I.M.3
-
26
-
-
0033505361
-
Modelling the effects of surcharge to reduce long term settlement of an embankment on soft alluvium
-
Geotech. Engrg. for Transportation Infrastructure, (eds. Barends et al.)
-
Nash, D. F. T. and Ryde, S. J. (1999): Modelling the effects of surcharge to reduce long term settlement of an embankment on soft alluvium, In Geotech. Engrg. for Transportation Infrastructure, (eds. Barends et al.) Proc. 12th Eur. Conf. on SMGE, Amsterdam, 3, 1555-1561.
-
(1999)
Proc. 12th Eur. Conf. on SMGE, Amsterdam
, vol.3
, pp. 1555-1561
-
-
Nash, D.F.T.1
Ryde, S.J.2
-
27
-
-
2142809296
-
Modelling the effects of surcharge to reduce long term settlement of reclamations over soft clays
-
Yokohama Sep. 2000
-
Nash, D. F. T. and Ryde, S. J. (2000): Modelling the effects of surcharge to reduce long term settlement of reclamations over soft clays, Int. Symp. on Coastal Geotech. Engrg. in Practice, Yokohama Sep. 2000, 483-488.
-
(2000)
Int. Symp. on Coastal Geotech. Engrg. in Practice
, pp. 483-488
-
-
Nash, D.F.T.1
Ryde, S.J.2
-
28
-
-
0035312168
-
Modelling the consolidation of compressible soils subject to creep around vertical drains
-
Nash, D. F. T. and Ryde, S. J. (2001): Modelling the consolidation of compressible soils subject to creep around vertical drains, Géotechnique, 51 (4), 257-273.
-
(2001)
Géotechnique
, vol.51
, Issue.4
, pp. 257-273
-
-
Nash, D.F.T.1
Ryde, S.J.2
-
29
-
-
0027007901
-
One-dimensional consolidation testing of soft clay from Bothkennar
-
Nash, D. F. T., Sills, G. C. and Davison, L. R. (1992): One-dimensional consolidation testing of soft clay from Bothkennar, Géotechnique, 42 (2), 241-256.
-
(1992)
Géotechnique
, vol.42
, Issue.2
, pp. 241-256
-
-
Nash, D.F.T.1
Sills, G.C.2
Davison, L.R.3
-
30
-
-
0018287005
-
One-dimensional consolidation problems
-
Olsen, R. E. and Ladd, C. C. (1974): One-dimensional consolidation problems, J. Geotech. Engrg., ASCE, 105 (GT1), 11-30.
-
(1974)
J. Geotech. Engrg., ASCE
, vol.105
, Issue.GT1
, pp. 11-30
-
-
Olsen, R.E.1
Ladd, C.C.2
-
31
-
-
2142824721
-
Finite difference analysis for sand drain problems
-
ASCE
-
Olsen, R. E., Daniel, D. E. and Liu, T. K. (1974): Finite difference analysis for sand drain problems, Proc. Conf. on Analysis and Design in Geotech. Engrg., ASCE, 1, 85-110.
-
(1974)
Proc. Conf. on Analysis and Design in Geotech. Engrg.
, vol.1
, pp. 85-110
-
-
Olsen, R.E.1
Daniel, D.E.2
Liu, T.K.3
-
32
-
-
0024072082
-
Consolidation of multi-layered anisotropic soils by vertical drains with well resistance
-
Onoue, A. (1988): Consolidation of multi-layered anisotropic soils by vertical drains with well resistance, Soils and Foundations, 28 (3), 75-90.
-
(1988)
Soils and Foundations
, vol.28
, Issue.3
, pp. 75-90
-
-
Onoue, A.1
-
34
-
-
0000480219
-
Review of the theories for sand drains
-
Richart, F. E. (1959): Review of the theories for sand drains, Trans. ASCE, 124, 709-739.
-
(1959)
Trans. ASCE
, vol.124
, pp. 709-739
-
-
Richart, F.E.1
-
36
-
-
0000405447
-
The analysis of the consolidation process by the isotache method
-
Suklje, L. (1957): The analysis of the consolidation process by the isotache method, Proc. 4th Int. Conf. on SMFE, 1, 200-206.
-
(1957)
Proc. 4th Int. Conf. on SMFE
, vol.1
, pp. 200-206
-
-
Suklje, L.1
-
37
-
-
3142742311
-
Validation of hyperbolic method for settlements in clay with vertical drains
-
Tan, S. A. (1995): Validation of hyperbolic method for settlements in clay with vertical drains, Soils and Foundations, 35 (1), 101-113.
-
(1995)
Soils and Foundations
, vol.35
, Issue.1
, pp. 101-113
-
-
Tan, S.A.1
-
38
-
-
0002277257
-
Comparison of the hyperbolic and Asaoka observational methods of monitoring consolidation with vertical drains
-
Tan, S. A. and Chew, S.-H. (1996): Comparison of the hyperbolic and Asaoka observational methods of monitoring consolidation with vertical drains, Soils and Foundations, 36 (3), 31-42.
-
(1996)
Soils and Foundations
, vol.36
, Issue.3
, pp. 31-42
-
-
Tan, S.A.1
Chew, S.-H.2
-
39
-
-
0033488655
-
Time-dependent deformation characteristics of stiff geomaterials in engineering practice
-
Turin, Balkema
-
Tatsuoka, F., Uchimura, T., Hayano, K., Di Benedetto, H., Koseki, J. and Siddiquee, M. S. A. (1999): Time-dependent deformation characteristics of stiff geomaterials in engineering practice, Proc. 2nd Int. Symp. on Pre-failure Deformation Characteristics of Geomaterials, Turin, Balkema.
-
(1999)
Proc. 2nd Int. Symp. on Pre-failure Deformation Characteristics of Geomaterials
-
-
Tatsuoka, F.1
Uchimura, T.2
Hayano, K.3
Di Benedetto, H.4
Koseki, J.5
Siddiquee, M.S.A.6
-
40
-
-
0020969861
-
The permeability of natural soft clays. Part II: Permeability characteristics
-
Tavenas, F., Leblond, P., Jean, P. and Leroueil, S. (1983): The permeability of natural soft clays. Part II: Permeability characteristics, Can. Geotech. J., 20 (4), 645-660.
-
(1983)
Can. Geotech. J.
, vol.20
, Issue.4
, pp. 645-660
-
-
Tavenas, F.1
Leblond, P.2
Jean, P.3
Leroueil, S.4
-
42
-
-
85163214680
-
A theory of clay consolidation accounting for secondary compression
-
Taylor, D. W. and Merchant, W. (1940): A theory of clay consolidation accounting for secondary compression, Journ. Math. Phys., 19 (3), 167-185.
-
(1940)
Journ. Math. Phys.
, vol.19
, Issue.3
, pp. 167-185
-
-
Taylor, D.W.1
Merchant, W.2
-
43
-
-
0003430263
-
-
Chapman and Hall, London and Wiley, New York
-
Terzaghi, K. (1943): Theoretical Soil Mechanics, Chapman and Hall, London and Wiley, New York.
-
(1943)
Theoretical Soil Mechanics
-
-
Terzaghi, K.1
-
44
-
-
0032760346
-
Non-linear creep of soils in oedometer tests
-
Yin, J.-H. (1999): Non-linear creep of soils in oedometer tests, Géotechnique, 49 (5), 699-707.
-
(1999)
Géotechnique
, vol.49
, Issue.5
, pp. 699-707
-
-
Yin, J.-H.1
-
45
-
-
0024476186
-
Viscous-elastic-plastic modelling of one-dimensional time-dependent behaviour
-
Yin, J.-H. and Graham, J. (1989): Viscous-elastic-plastic modelling of one-dimensional time-dependent behaviour, Can. Geotech. J., 26(2), 199-209.
-
(1989)
Can. Geotech. J.
, vol.26
, Issue.2
, pp. 199-209
-
-
Yin, J.-H.1
Graham, J.2
-
46
-
-
0028195340
-
Equivalent times and one-dimensional elastic visco-plastic modelling of time-dependent stress-strain behaviour of clays
-
Yin, J.-H. and Graham, J. (1994): Equivalent times and one-dimensional elastic visco-plastic modelling of time-dependent stress-strain behaviour of clays, Can. Geotech. J., 31 (1), 42-52.
-
(1994)
Can. Geotech. J.
, vol.31
, Issue.1
, pp. 42-52
-
-
Yin, J.-H.1
Graham, J.2
-
47
-
-
0030237175
-
Elastic visco-plastic modelling of one-dimensional consolidation
-
Yin, J.-H. and Graham, J. (1996): Elastic visco-plastic modelling of one-dimensional consolidation, Géotechnique, 46 (3), 515-527.
-
(1996)
Géotechnique
, vol.46
, Issue.3
, pp. 515-527
-
-
Yin, J.-H.1
Graham, J.2
|