-
2
-
-
1942470159
-
Lateral pressure and the resistance of clay and the supporting power of clay foundations
-
see also Skempton, 1958
-
Bell, A.L. (1915), 'Lateral pressure and the resistance of clay and the supporting power of clay foundations', Proc. Inst. Civ. Eng., Vol.199, 233-272. (see also Skempton, 1958)
-
(1915)
Proc. Inst. Civ. Eng.
, vol.199
, pp. 233-272
-
-
Bell, A.L.1
-
3
-
-
85040273569
-
Early victorian water engineers
-
London.
-
Binnie, G. M. (1981), 'Early Victorian Water Engineers', Thomas Telford Ltd., London.
-
(1981)
Thomas Telford Ltd.
-
-
Binnie, G.M.1
-
4
-
-
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', Geotechnique, Vol.5, 7-17.
-
(1955)
Geotechnique
, vol.5
, pp. 7-17
-
-
Bishop, A.W.1
-
5
-
-
5244252151
-
Selset reservoir - Design and performance of the embankment
-
London.
-
Bishop, A.W. and Vaughan, P.R. (1962), 'Selset Reservoir - Design and performance of the embankment', Proc. Inst. Civ. Engrs., London. Vol.21, 305-346.
-
(1962)
Proc. Inst. Civ. Engrs.
, vol.21
, pp. 305-346
-
-
Bishop, A.W.1
Vaughan, P.R.2
-
6
-
-
0000456219
-
Progressive failure - With special reference to the mechanism causing it
-
Bishop, A.W. (1967), 'Progressive failure - with special reference to the mechanism causing it', Proc. Geotech. Conf, Oslo, Vol.2, 3-10.
-
(1967)
Proc. Geotech. Conf, Oslo
, vol.2
, pp. 3-10
-
-
Bishop, A.W.1
-
8
-
-
5244269407
-
Stresses in narrow cores and core trenches of dams
-
Madrid
-
Blight, G.E. (1973), 'Stresses in narrow cores and core trenches of dams', Trans 13th Int. Cong. Large Dams, Madrid, Q42, R5, 61-79.
-
(1973)
Trans 13th Int. Cong. Large Dams
, vol.Q42
, Issue.R5
, pp. 61-79
-
-
Blight, G.E.1
-
9
-
-
32544451699
-
Laboratory testing and quality control of rockfill - German practice
-
ed, Maranha das Neves, Klewer Acc. Publishers, Ch.8
-
Brauns, J. and Kast, K. (1990), 'Laboratory testing and quality control of rockfill - German practice', Advances in Rockfill Structures, (ed, Maranha das Neves), Klewer Acc. Publishers, Ch.8, 195-219.
-
(1990)
Advances in Rockfill Structures
, pp. 195-219
-
-
Brauns, J.1
Kast, K.2
-
10
-
-
32544459983
-
The stability of slopes
-
USA: Chapman and Hall, New York
-
Bromhead E.N. (1986), ' The stability of slopes', Surrey University Press, USA: Chapman and Hall, New York.
-
(1986)
Surrey University Press
-
-
Bromhead, E.N.1
-
11
-
-
0017685763
-
A study of ground movement and progressive failure caused by a deep excavation in Oxford Clay
-
Burland, J.B., Longworth, T.I. and Moore, J.F.A. (1977), 'A study of ground movement and progressive failure caused by a deep excavation in Oxford Clay', Geotechnique, Vol.27, No.4, 557-591.
-
(1977)
Geotechnique
, vol.27
, Issue.4
, pp. 557-591
-
-
Burland, J.B.1
Longworth, T.I.2
Moore, J.F.A.3
-
13
-
-
0027561649
-
Reconstructed Carsington dam: Design and performance
-
March, 1-16
-
Chalmers, R.W., Vaughan, P.R. and Coats, D.J. (1993), 'Reconstructed Carsington Dam: Design and performance', Proc. Ins. Civ. Engrs. Wat., Marit. & Energy, Vol. 101, March, 1-16.
-
(1993)
Proc. Ins. Civ. Engrs. Wat., Marit. & Energy
, vol.101
-
-
Chalmers, R.W.1
Vaughan, P.R.2
Coats, D.J.3
-
15
-
-
0016381663
-
The design of permanent cutting slopes in stiff fissured clays
-
Chandler, R.J. and Skempton, A.W. (1974), 'The design of permanent cutting slopes in stiff fissured clays', Geotechnique, Vol.24, No.4, 457-464.
-
(1974)
Geotechnique
, vol.24
, Issue.4
, pp. 457-464
-
-
Chandler, R.J.1
Skempton, A.W.2
-
16
-
-
0012754435
-
Delayed failure and observed strengths of first-time slides in stiff clay
-
Toronto
-
Chandler, R.J. (1984), 'Delayed failure and observed strengths of first-time slides in stiff clay', Proc. 4th Int. Symp. Landslides, Toronto, Vol.2, 9-25.
-
(1984)
Proc. 4th Int. Symp. Landslides
, vol.2
, pp. 9-25
-
-
Chandler, R.J.1
-
17
-
-
0021644701
-
Stability of slopes in soils with nonlinear failure envelope
-
Charles, J.A. and Soares, M.M. (1984), 'Stability of slopes in soils with nonlinear failure envelope', Can. Geotech. Journ., Vol.21, 397-406.
-
(1984)
Can. Geotech. Journ.
, vol.21
, pp. 397-406
-
-
Charles, J.A.1
Soares, M.M.2
-
18
-
-
0003812783
-
Limit analysis and soil plasticity
-
Amsterdam
-
Chen, W.F. (1975), 'Limit analysis and soil plasticity', Elsevier, Amsterdam.
-
(1975)
Elsevier
-
-
Chen, W.F.1
-
19
-
-
3643099488
-
A one-dimensional model for progressive failure
-
Mexico
-
Christian, J.Y. and Whitman, R.V. (1969), 'A one-dimensional model for progressive failure', Proc. 7th Int. Conf. Soil Mechs. & Foundn Engng., Mexico, Vol.2, 541-545.
-
(1969)
Proc. 7th Int. Conf. Soil Mechs. & Foundn Engng.
, vol.2
, pp. 541-545
-
-
Christian, J.Y.1
Whitman, R.V.2
-
21
-
-
0002670753
-
Analysis of embankment stresses and deformations
-
ASCE, SM4
-
Clough, R.W. and Woodward, R.J. (1967), 'Analysis of embankment stresses and deformations', Journ. Soil Mechs. & Foundn. Div., ASCE, Vol.93, SM4, 529-549.
-
(1967)
Journ. Soil Mechs. & Foundn. Div.
, vol.93
, pp. 529-549
-
-
Clough, R.W.1
Woodward, R.J.2
-
22
-
-
32544449231
-
Recherches experimentales sur les glissemants spontanes des terrains argilleux
-
Collin, A. (1846), 'Recherches experimentales sur les glissemants spontanes des terrains argilleux', Paris: Carilian-Goeury and Dalmont.
-
(1846)
Paris: Carilian-Goeury and Dalmont.
-
-
Collin, A.1
-
24
-
-
0000791607
-
Essai sur une application des règles de maximis et minimis à quelques problèes de statique, relatifs à l'architecture
-
Coulomb, C.A. (1776), 'Essai sur une application des règles de maximis et minimis à quelques problèes de statique, relatifs à l'architecture', Mèm. Acad. R. Sci, Vol.7, 343-382.
-
(1776)
Mèm. Acad. R. Sci
, vol.7
, pp. 343-382
-
-
Coulomb, C.A.1
-
25
-
-
0026274422
-
Determination of soil strength parameters for the analysis of highway slope failures
-
Instn. Civ. Engrs, London
-
Crabb, G.I. and Atkinson, J.H. (1991), 'Determination of soil strength parameters for the analysis of highway slope failures', Proc. Int. Conf. Slope Stability Engineering, Instn. Civ. Engrs, London, 13-18.
-
(1991)
Proc. Int. Conf. Slope Stability Engineering
, pp. 13-18
-
-
Crabb, G.I.1
Atkinson, J.H.2
-
26
-
-
0030482633
-
Analysis of progressive failure and cracking in old British dams
-
Dounias, G.T., Pottts, D.M. & Vaughan, P.R. (1996), 'Analysis of progressive failure and cracking in old British dams', Geotechnique, Vol.46, No.4, 621-640.
-
(1996)
Geotechnique
, vol.46
, Issue.4
, pp. 621-640
-
-
Dounias, G.T.1
Pottts, D.M.2
Vaughan, P.R.3
-
27
-
-
32544451698
-
Landslide reactivation in flysch colluvia at the Evinos dam site
-
Trondheim
-
Dounias, G.T., Vaughan, P.R., Marinos, P.G. and Pantelidis, P.I. (1996), 'Landslide reactivation in flysch colluvia at the Evinos dam site', Proc. 7th Int. Conf. Landslides, Trondheim, Vol.2, 1201-6.
-
(1996)
Proc. 7th Int. Conf. Landslides
, vol.2
, pp. 1201-1206
-
-
Dounias, G.T.1
Vaughan, P.R.2
Marinos, P.G.3
Pantelidis, P.I.4
-
28
-
-
32544439615
-
Etude sur les barrages reservoirs
-
Dumas (1895), 'Etude sur les barrages reservoirs', Le Genie Civil, Vol.27, No.5, 73-75,
-
(1895)
Le Genie Civil
, vol.27
, Issue.5
, pp. 73-75
-
-
Dumas1
-
32
-
-
0002552813
-
The role of advanced constitutive relations in practical applications
-
New Delhi
-
Duncan, J. M. (1994), 'The role of advanced constitutive relations in practical applications', Proc. 13th Int. Conf Int. Soc. Soil Mechs.& Foundn. Engng., New Delhi, Vol.5, 31-48.
-
(1994)
Proc. 13th Int. Conf Int. Soc. Soil Mechs.& Foundn. Engng.
, vol.5
, pp. 31-48
-
-
Duncan, J.M.1
-
33
-
-
32544441153
-
Earth stability calculations with friction and cohesion for circular cylindrical slip surfaces (in Swedish)
-
Fellenius, W. (1926),'Earth stability calculations with friction and cohesion for circular cylindrical slip surfaces' (in Swedish), Kungl. Väg-och Vattenbygerrkdrens, 75-drsskrift, 79-127.
-
(1926)
Kungl. Väg-och Vattenbygerrkdrens
, vol.75 DRSSKRIFT
, pp. 79-127
-
-
Fellenius, W.1
-
34
-
-
0342649314
-
Historical development of civil engineering in soft clay
-
Elsevier, Ch.1
-
Flodin, N. and Broms, B. (1981), 'Historical development of Civil Engineering in soft clay', In Soft Clay Engineering, Elsevier, Ch.1, 27-133.
-
(1981)
In Soft Clay Engineering
, pp. 27-133
-
-
Flodin, N.1
Broms, B.2
-
35
-
-
32544460922
-
Notice sur l'accident de la digue de Charmes
-
Frontard, J. (1914), 'Notice sur l'accident de la digue de Charmes', Annales des ponts et chausees, Vol.5, 173-267.
-
(1914)
Annales des Ponts et Chausees
, vol.5
, pp. 173-267
-
-
Frontard, J.1
-
36
-
-
32544457466
-
Les traveaux do consolidation preventive de la digue de la Liez
-
Frontard, J. (1914), 'Les traveaux do consolidation preventive de la digue de la Liez', Annales des ponts et chausees, Vol.5, 268-290.
-
(1914)
Annales des Ponts et Chausees
, vol.5
, pp. 268-290
-
-
Frontard, J.1
-
37
-
-
0003622183
-
Karl Terzaghi: The engineer as artist
-
Goodman, R.E. (1999), 'Karl Terzaghi: the engineer as artist', Reston, Va.: ASCE, p340.
-
(1999)
Reston, Va.: ASCE
-
-
Goodman, R.E.1
-
38
-
-
0003859497
-
An investigation of pore pressure in compacted cohesive soils
-
Tech. Mem.
-
Hilf, J.W. (1956), 'An investigation of pore pressure in compacted cohesive soils', Bureau of Reclamation, Tech. Mem., 654.
-
(1956)
Bureau of Reclamation
, pp. 654
-
-
Hilf, J.W.1
-
39
-
-
32544460330
-
The Ladybower reservoir
-
Hill, H.P. (1949), 'The Ladybower reservoir', Journ. Inst. Water Engineers, Vol.3, No.5, 414-433.
-
(1949)
Journ. Inst. Water Engineers
, vol.3
, Issue.5
, pp. 414-433
-
-
Hill, H.P.1
-
40
-
-
0015284013
-
Finite element analysis of strain-softening clay
-
ASCE
-
Hoeg, K. (1972), 'Finite element analysis of strain-softening clay', Journ. Soil Mechs. & Foundn. Engng. Div., ASCE, Vol.98, SM1, 43-58.
-
(1972)
Journ. Soil Mechs. & Foundn. Engng. Div.
, vol.98
, Issue.SM1
, pp. 43-58
-
-
Hoeg, K.1
-
41
-
-
5344262361
-
In-service deformation of a puddle clay core dam
-
Dams & Reservoirs
-
Holton, J. R. (1992), 'In-service deformation of a puddle clay core dam', Dams & Reservoirs, Journ. Brit. Dams Soc., Vol.2, No. 1, 12-18.
-
(1992)
Journ. Brit. Dams Soc.
, vol.2
, Issue.1
, pp. 12-18
-
-
Holton, J.R.1
-
42
-
-
0002367851
-
Physical components of the shear strength of saturated clays
-
Boulder, ASCE
-
Hvorslev, M.J. (1960), 'Physical components of the shear strength of saturated clays', Proc. Conf. Shear Strength of Saturated Clays, Boulder, ASCE. 615-641.
-
(1960)
Proc. Conf. Shear Strength of Saturated Clays
, pp. 615-641
-
-
Hvorslev, M.J.1
-
43
-
-
0000965807
-
Earth pressure and bearig capacity calculations by the generalised procedure of slices
-
London
-
Janbu, N. (1957), 'Earth pressure and bearig capacity calculations by the generalised procedure of slices', Proc. 4th Int Conf. Soi. Mechs. & Foundn. Engng., London, Vol.2, 207-212.
-
(1957)
Proc. 4th Int Conf. Soi. Mechs. & Foundn. Engng.
, vol.2
, pp. 207-212
-
-
Janbu, N.1
-
44
-
-
0015754056
-
Slope stability computations
-
Wiley, New York
-
Janbu, N. (1973), 'Slope stability computations', in Embankment Dam Engineering, Wiley, New York, 47-88.
-
(1973)
Embankment Dam Engineering
, pp. 47-88
-
-
Janbu, N.1
-
46
-
-
84928568275
-
Studies of the influence of non-linear stress-strain characteristics in soil-structure interaction
-
Jardine, R.J., Potts, D.M., Fourie, A.B. and Burland, J.B. (1986, ' Studies of the influence of non-linear stress-strain characteristics in soil-structure interaction', Geotechnique, Vol.36, No.3, 377-396.
-
(1986)
Geotechnique
, vol.36
, Issue.3
, pp. 377-396
-
-
Jardine, R.J.1
Potts, D.M.2
Fourie, A.B.3
Burland, J.B.4
-
47
-
-
0018544843
-
Foundation performance of Gardiner Dam
-
Jasper, J.L. and Peters, N. (1979), 'Foundation performance of Gardiner Dam', Can. Geotech. Jour., Vol. 16, 759-788.
-
(1979)
Can. Geotech. Jour.
, vol.16
, pp. 759-788
-
-
Jasper, J.L.1
Peters, N.2
-
48
-
-
0042049904
-
Construction works on or near landslides
-
Dept. Civil Engng. & Buildg
-
Kelly, J.M.H. and Martin, P. L. (1985), 'Construction works on or near landslides', Proc. Symp. Polytechnic of Wales, Dept. Civil Engng. & Buildg, 85-102.
-
(1985)
Proc. Symp. Polytechnic of Wales
, pp. 85-102
-
-
Kelly, J.M.H.1
Martin, P.L.2
-
49
-
-
32544449548
-
Finite element analysis of a rockfill dam
-
Morgantown, West Virginia
-
Kovacevic, N, Potts, D.M. and Vaughan, P.R. (1994), 'Finite element analysis of a rockfill dam', Proc. 8th Int. Conf. Computer Methods & Advances in Geomechanics. Morgantown, West Virginia, Vol.3, 2459-64.
-
(1994)
Proc. 8th Int. Conf. Computer Methods & Advances in Geomechanics.
, vol.3
, pp. 2459-2464
-
-
Kovacevic, N.1
Potts, D.M.2
Vaughan, P.R.3
-
50
-
-
32544438517
-
Assessing the safety of old embankment dams by observing and analysing movement during reservoir operation
-
Florence, Q.73, R.34
-
Kovacevic, N., Potts, D.M., Vaughan, P.R., Charles, J.A. and Tedd, P. (1997), 'Assessing the safety of old embankment dams by observing and analysing movement during reservoir operation', Trans. 19th Int. Cong. Large Dams, Florence, Q.73, R.34. 551-566.
-
(1997)
Trans. 19th Int. Cong. Large Dams
, pp. 551-566
-
-
Kovacevic, N.1
Potts, D.M.2
Vaughan, P.R.3
Charles, J.A.4
Tedd, P.5
-
51
-
-
0012829687
-
Progressive failure in clay embankments due to seasonal climate changes
-
Istanbul, Turkey
-
th Int. Conf. Soil Mech. & Geotech. Engng., Vol.3, Istanbul, Turkey, 2127-30.
-
(2001)
th Int. Conf. Soil Mech. & Geotech. Engng.
, vol.3
, pp. 2127-2130
-
-
Kovacevic, N.1
Potts, D.M.2
Vaughan, P.R.3
-
52
-
-
32544438376
-
Temporary slope stability in London Clay - Back analyses of two case histories
-
to be published, London
-
Kovacevic, N., Might, D.W. and Potts, D.M. (2004), 'Temporary slope stability in London Clay - back analyses of two case histories', to be published in Skempton Memorial Conference, London.
-
(2004)
Skempton Memorial Conference
-
-
Kovacevic, N.1
Might, D.W.2
Potts, D.M.3
-
54
-
-
0017722509
-
Elasto-plastic stress-strain theory for cohesionless soil with curved yield surface
-
Lade, P.V. (1977), 'Elasto-plastic stress-strain theory for cohesionless soil with curved yield surface', Int. Jour. Solids & Structures, Vol.13, 1019-35.
-
(1977)
Int. Jour. Solids & Structures
, vol.13
, pp. 1019-1035
-
-
Lade, P.V.1
-
55
-
-
0024135673
-
Single hardening constitutive model for frictional materials, III. Comparisons with experimental data
-
Lade, P.V. and Kim, M.K. (1988), 'Single hardening constitutive model for frictional materials, III. Comparisons with experimental data', Computers & Geotechnics. Vol.6, 31-47.
-
(1988)
Computers & Geotechnics.
, vol.6
, pp. 31-47
-
-
Lade, P.V.1
Kim, M.K.2
-
56
-
-
85017006062
-
The use of an electronic computer for slope stability analysis
-
Little, A.L. and Price, V.E. (1958), 'The use of an electronic computer for slope stability analysis', Geotechnique, Vol.8, 113-120.
-
(1958)
Geotechnique
, vol.8
, pp. 113-120
-
-
Little, A.L.1
Price, V.E.2
-
57
-
-
0000658164
-
An approach to the problem of progressive failure
-
Lo, K.Y. (1972), 'An approach to the problem of progressive failure', Can. Geotechnical Journ. Vol.9, 407-429.
-
(1972)
Can. Geotechnical Journ.
, vol.9
, pp. 407-429
-
-
Lo, K.Y.1
-
58
-
-
0019583266
-
The drained residual strength of cohesive soils
-
Lupini, J.F., Skinner, A.E. & Vaughan, P.R. (1981), 'The drained residual strength of cohesive soils, Geotechnique, Vol.31, No.2, 181-213.
-
(1981)
Geotechnique
, vol.31
, Issue.2
, pp. 181-213
-
-
Lupini, J.F.1
Skinner, A.E.2
Vaughan, P.R.3
-
61
-
-
0024649942
-
Nonlinear failure envelope for soils
-
ASCE
-
Maksimovic, M. (1989), 'Nonlinear failure envelope for soils', Journ. Geotech. Engng., ASCE,Vol.115, No.4, 581-586.
-
(1989)
Journ. Geotech. Engng.
, vol.115
, Issue.4
, pp. 581-586
-
-
Maksimovic, M.1
-
62
-
-
32544443860
-
Evolution of French earth dams: 1800-1940
-
Imperial College, London
-
Monroe, A.S. (1991), 'Evolution of French Earth Dams: 1800-1940', Final Year Project Report, Imperial College, London
-
(1991)
Final Year Project Report
-
-
Monroe, A.S.1
-
63
-
-
85024165388
-
The analysis of stability of general slip surfaces
-
Morgenstern, N.R. and Price, V.E. (1965), 'The analysis of stability of general slip surfaces', Geotechnique, Vol.15, 79-93.
-
(1965)
Geotechnique
, vol.15
, pp. 79-93
-
-
Morgenstern, N.R.1
Price, V.E.2
-
65
-
-
0001547180
-
Stability of natural slopes
-
ASCE
-
Peck, R.B. (1967), 'Stability of natural slopes', Journ. Soil Mech. Div., ASCE, Vol.93, SM4, 403-418.
-
(1967)
Journ. Soil Mech. Div.
, vol.93
, Issue.SM4
, pp. 403-418
-
-
Peck, R.B.1
-
66
-
-
0344144307
-
A survey of slope condition on motorway earthworks in England and Wales
-
Transport and Road Research Laboratory
-
Perry, J. (1989), 'A survey of slope condition on motorway earthworks in England and Wales', Transport and Road Research Laboratory, Research Report No. 199, 49pp.
-
(1989)
Research Report No. 199
, vol.199
-
-
Perry, J.1
-
67
-
-
32544457179
-
Railway earth structures: Their condition, management and influence of track quality
-
Keynote paper, Engineering Technical Press, Edinburgh
-
Perry, J., McGinnity B. and Russell, D. (1999), 'Railway earth structures: their condition, management and influence of track quality', Keynote paper, Railway Engineering 99, CD Rom ISBN 0-0947644-39-3, Engineering Technical Press, Edinburgh.
-
(1999)
Railway Engineering 99, CD Rom ISBN 0-0947644-39-3
-
-
Perry, J.1
McGinnity, B.2
Russell, D.3
-
68
-
-
0000614390
-
Finite element analysis of progressive failure of Carsington embankment
-
Potts, D.M., Dounias, G.T. and Vaughan, P.R. (1990), 'Finite element analysis of progressive failure of Carsington embankment', Geotechnique, Vol.40, No.1, 79-101.
-
(1990)
Geotechnique
, vol.40
, Issue.1
, pp. 79-101
-
-
Potts, D.M.1
Dounias, G.T.2
Vaughan, P.R.3
-
69
-
-
0031439840
-
Delayed collapse of cut slopes in stiff clay
-
Potts, D.M., Kovacevic, N. and Vaughan, P.R. (1997), 'Delayed collapse of cut slopes in stiff clay', Geotechnique, Vol.47, No.5, 953-982.
-
(1997)
Geotechnique
, vol.47
, Issue.5
, pp. 953-982
-
-
Potts, D.M.1
Kovacevic, N.2
Vaughan, P.R.3
-
70
-
-
0004122142
-
Finite element analysis in geotechnical engineering: Theory
-
London
-
Potts, D.M. and Zdravkovic, L. (1999), Finite element analysis in geotechnical engineering: theory', Thomas Telford, London.
-
(1999)
Thomas Telford
-
-
Potts, D.M.1
Zdravkovic, L.2
-
71
-
-
32544440514
-
Finite element analysis in geotechnical engineering: Application
-
London
-
Potts, D.M. and Zdravkovic, L. (2001), Finite element analysis in geotechnical engineering: application', Thomas Telford, London.
-
(2001)
Thomas Telford
-
-
Potts, D.M.1
Zdravkovic, L.2
-
72
-
-
0041321492
-
Numerical analysis: A virtual dream or practical reality?
-
42nd Rankine Lecture
-
Potts, D.M. (2003), 'Numerical analysis: a virtual dream or practical reality?', 42nd Rankine Lecture, Geotechnique, Vol.53, No.6, 533-574.
-
(2003)
Geotechnique
, vol.53
, Issue.6
, pp. 533-574
-
-
Potts, D.M.1
-
73
-
-
70449962906
-
Thomas Telford's Holyhead Road
-
Council for Bit. Archeology
-
Quartermaine, J., Trinder, B. and Turner, R. (2003), 'Thomas Telford's Holyhead Road', CBA Research Report 135, Council for Bit. Archeology.
-
(2003)
CBA Research Report
, vol.135
-
-
Quartermaine, J.1
Trinder, B.2
Turner, R.3
-
74
-
-
0001827608
-
On the stability of loose earth
-
Rankine, W.J.M. (1857), 'On the stability of loose earth', Phil. Trans. R. Soc., Vol.147, 9-27.
-
(1857)
Phil. Trans. R. Soc.
, vol.147
, pp. 9-27
-
-
Rankine, W.J.M.1
-
75
-
-
32544433717
-
A manual of civil engineering
-
London
-
Rankine, W.J.M. (1866), 'A manual of civil engineering', Griffin & Bohn, London.
-
(1866)
Griffin & Bohn
-
-
Rankine, W.J.M.1
-
76
-
-
32544450735
-
Poussée des terres, deuxièèrtie: Théorie des terres cohérentes
-
Paris
-
Resal, J. (1910), 'Poussée des terres, deuxièèrtie: Théorie des terres cohérentes', Béranger, Paris.
-
(1910)
Béranger
-
-
Resal, J.1
-
77
-
-
32544437750
-
Pore pressure measurements in infrastructure embankments
-
to be published London
-
Ridley, A.M., Vaughan, P.R., McGinnity, B. and Brady, K. (2004), 'Pore pressure measurements in infrastructure embankments', to be published in Skempton Memorial Conference, London.
-
(2004)
Skempton Memorial Conference
-
-
Ridley, A.M.1
Vaughan, P.R.2
McGinnity, B.3
Brady, K.4
-
80
-
-
0000874525
-
Stability analysis of embankments and slopes
-
Sarma, S.K. (1973), 'Stability analysis of embankments and slopes', Geotechnique, Vol.23, 423-433.
-
(1973)
Geotechnique
, vol.23
, pp. 423-433
-
-
Sarma, S.K.1
-
81
-
-
0018681951
-
Stability analysis of embankments and slopes
-
ASCE
-
Sarma, S.K. (1979), 'Stability analysis of embankments and slopes', Journ. Soil. Mechs. & Foundn. Div., ASCE, Vol.105, SM12, 1511-24.
-
(1979)
Journ. Soil. Mechs. & Foundn. Div.
, vol.105
, Issue.SM12
, pp. 1511-1524
-
-
Sarma, S.K.1
-
83
-
-
32544434466
-
Arthur Langtry Bell (1874-1956) and his contribution to soil mechanics
-
Skempton, A.W. (1958), 'Arthur Langtry Bell (1874-1956) and his contribution to soil mechanics', Geotechnique, Vol.8, 143-157.
-
(1958)
Geotechnique
, vol.8
, pp. 143-157
-
-
Skempton, A.W.1
-
85
-
-
84958056398
-
Long term stability of clay slopes
-
Skempton, A.W. (1964), 'Long term stability of clay slopes', Geotechnique, Vol.14, No.2, 77-101.
-
(1964)
Geotechnique
, vol.14
, Issue.2
, pp. 77-101
-
-
Skempton, A.W.1
-
86
-
-
84958051177
-
The Bradwell slip: A short-term failure in London Clay
-
Skempton, A.W. and La Rochelle, P. (1965), 'The Bradwell slip: a short-term failure in London Clay', Geotechnique, Vol.15, No.3, 221-242.
-
(1965)
Geotechnique
, vol.15
, Issue.3
, pp. 221-242
-
-
Skempton, A.W.1
La Rochelle, P.2
-
87
-
-
0002567759
-
The strength along structural discontinuities in stiff clays
-
Oslo
-
Skempton, A.W. and Petley, D.J. (1967), 'The strength along structural discontinuities in stiff clays', Proc. Geotech. Conf., Oslo. Vol.2, 29-46.
-
(1967)
Proc. Geotech. Conf.
, vol.2
, pp. 29-46
-
-
Skempton, A.W.1
Petley, D.J.2
-
90
-
-
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', Geotechnique, Vol.35, No. 1, 3-18.
-
(1985)
Geotechnique
, vol.35
, Issue.1
, pp. 3-18
-
-
Skempton, A.W.1
-
91
-
-
0008068874
-
Geotechnical aspects of the Carsington dam failure
-
San Francisco
-
Skempton, A.W. (1985), 'Geotechnical aspects of the Carsington Dam failure.', Proc. 11th Int. Conf. Soil Mechs. & Foundn. Engng., San Francisco, Vol.5, 2581 -91.
-
(1985)
Proc. 11th Int. Conf. Soil Mechs. & Foundn. Engng.
, vol.5
, pp. 2581-2591
-
-
Skempton, A.W.1
-
92
-
-
0022276860
-
Carsington dam failure
-
Proc. Conf. Inst. Civ. Engrs., London
-
Skempton, A.W. and Coats, D.J. (1985), 'Carsington Dam failure', Failure in Earthworks, Proc. Conf. Inst. Civ. Engrs., London. 203-220.
-
(1985)
Failure in Earthworks
, pp. 203-220
-
-
Skempton, A.W.1
Coats, D.J.2
-
93
-
-
32544440665
-
Discussion of Charles J.A and Watts K.S.: 'The measurement and significance of horizontal earth pressures in the puddle clay cores of old earth dams
-
London, Part 1, Feb. 1987
-
Skempton, A.W. (1987), Discussion of Charles J.A and Watts K.S.: 'The measurement and significance of horizontal earth pressures in the puddle clay cores of old earth dams', Proc. Inst. Civ. Engrs., London, Part 1, Feb. 1987, Vol.82, 123-152.
-
(1987)
Proc. Inst. Civ. Engrs.
, vol.82
, pp. 123-152
-
-
Skempton, A.W.1
-
95
-
-
0027341379
-
The failure of Carsington Dam
-
Skempton, A.W. and Vaughan. P.R. (1993), 'The failure of Carsington Dam', Geotechnique, Vol.43, No.1, 151-173.
-
(1993)
Geotechnique
, vol.43
, Issue.1
, pp. 151-173
-
-
Skempton, A.W.1
Vaughan, P.R.2
-
96
-
-
32544454729
-
-
Discussion
-
Discussion, Geotechnique. Vol.45, No.4, 719-740.
-
Geotechnique.
, vol.45
, Issue.4
, pp. 719-740
-
-
-
97
-
-
8744307668
-
Embankments and cuttings on the early railways
-
Skempton, A.W. (1995), 'Embankments and cuttings on the early railways', Construction History, Vol. 11, 33-49.
-
(1995)
Construction History
, vol.11
, pp. 33-49
-
-
Skempton, A.W.1
-
98
-
-
32544456393
-
Statics of granular media
-
London
-
Sokolovski, V.V. (1960), 'Statics of granular media', Butterworths, London.
-
(1960)
Butterworths
-
-
Sokolovski, V.V.1
-
99
-
-
84984638278
-
A method of analysis of the stability of embankments assuming parallel interslice forces
-
Spencer, E. (1979), 'A method of analysis of the stability of embankments assuming parallel interslice forces', Geotechnique, Vol.17, 11-26.
-
(1979)
Geotechnique
, vol.17
, pp. 11-26
-
-
Spencer, E.1
-
100
-
-
0003930994
-
Fundamentals of soil mechanics
-
New York
-
Taylor, D.W. (1948), 'Fundamentals of soil mechanics', John Wiley & Sons, New York.
-
(1948)
John Wiley & Sons
-
-
Taylor, D.W.1
-
101
-
-
0026402338
-
Use of the BRE electro-level system to measure deflections of the upstream asphaltic membrane of Roadford dam
-
Tedd, P., Price, G., Wilson, A.C. and Evans, J.D. (1991), 'Use of the BRE electro-level system to measure deflections of the upstream asphaltic membrane of Roadford Dam', Proc. Conf. Field Measurements in Geotechnics, 261-271.
-
(1991)
Proc. Conf. Field Measurements in Geotechnics
, pp. 261-271
-
-
Tedd, P.1
Price, G.2
Wilson, A.C.3
Evans, J.D.4
-
102
-
-
0031105891
-
The effect of reservoir drawdown and long-term consolidation on the deformation of old embankment dams
-
Tedd, P., Charles, J.A., Holton, I.R. and Robertshaw, A.C. (1997), 'The effect of reservoir drawdown and long-term consolidation on the deformation of old embankment dams', Geotechnique, Vol.47, No.1, 33-48.
-
(1997)
Geotechnique
, vol.47
, Issue.1
, pp. 33-48
-
-
Tedd, P.1
Charles, J.A.2
Holton, I.R.3
Robertshaw, A.C.4
-
103
-
-
0002901839
-
Special problems in slope stability
-
ASCE
-
Turnbull, W.J. and Hvorslev, M.J. (1967), 'Special problems in slope stability', Journ. Soil Mech. Div., ASCE, Vol.93, SM4, 499-528.
-
(1967)
Journ. Soil Mech. Div.
, vol.93
, Issue.SM4
, pp. 499-528
-
-
Turnbull, W.J.1
Hvorslev, M.J.2
-
106
-
-
23844540238
-
Soil mechanics in engineering practice
-
New York
-
Terzaghi. K. and Peck, R.B. (1948), 'Soil mechanics in engineering practice', John Wiley & Sons, New York.
-
(1948)
John Wiley & Sons
-
-
Terzaghi, K.1
Peck, R.B.2
-
107
-
-
85055943996
-
Engineering and design - Stability of earth and rock fill dams
-
Department of the Army, Corps of Engineers, Office of the Chief of Engineers
-
U. S. Army Corps of Engineers (1970), 'Engineering and design - stability of earth and rock fill dams', Engineer Manual EM 1110-2-1902, Department of the Army, Corps of Engineers, Office of the Chief of Engineers.
-
(1970)
Engineer Manual em 1110-2-1902
-
-
-
108
-
-
85025028368
-
Pore pressure changes and the delayed failure of cutting slopes in over-consolidated clay
-
Vaughan, P.R. and Walbancke, H.J. (1973), 'Pore pressure changes and the delayed failure of cutting slopes in over-consolidated clay', Geotechnique, Vol.23, No.3, 531-539.
-
(1973)
Geotechnique
, vol.23
, Issue.3
, pp. 531-539
-
-
Vaughan, P.R.1
Walbancke, H.J.2
-
109
-
-
32544456820
-
Stability of slopes of fill, Panel discussion, Main Session No.3, Slopes and Excavations
-
Tokyo
-
Vaughan, P.R. (1977), 'Stability of slopes of fill', Panel discussion, Main Session No.3, Slopes and Excavations, Proc. 9th Int. Conf. Soil Mechs. & Foundn. Engng., Tokyo, Vol.3, 411-413.
-
(1977)
Proc. 9th Int. Conf. Soil Mechs. & Foundn. Engng.
, vol.3
, pp. 411-413
-
-
Vaughan, P.R.1
-
110
-
-
0025683748
-
Advances in analytical techniques and the influence of core geometry on behaviour
-
Inst. Civ. Engrs.
-
Vaughan, P.R., Dounias, G.T. and Potts, D.M. (1989), 'Advances in analytical techniques and the influence of core geometry on behaviour', Proc. Conf. Clay Barriers for Embankment Dams, Inst. Civ. Engrs., 87-108.
-
(1989)
Proc. Conf. Clay Barriers for Embankment Dams
, pp. 87-108
-
-
Vaughan, P.R.1
Dounias, G.T.2
Potts, D.M.3
-
111
-
-
2042499122
-
Criteria for the use of weak and weathered rock for embankment fill, and its compaction control
-
Delhi, Pub. 1995
-
Vaughan, P.R. (1994), 'Criteria for the use of weak and weathered rock for embankment fill, and its compaction control', Proc. 13th Int. Conf. Soil. Mechs. & Foundn. Engng., Delhi, Vol.6, 195-206, (Pub. 1995).
-
(1994)
Proc. 13th Int. Conf. Soil. Mechs. & Foundn. Engng.
, vol.6
, pp. 195-206
-
-
Vaughan, P.R.1
-
112
-
-
85014128291
-
Assumption, prediction and reality in geotechnical engineering
-
Vaughan, P.R. (1994), 'Assumption, prediction and reality in geotechnical engineering', Geotechnique, Vol.44, No.4, 573-603.
-
(1994)
Geotechnique
, vol.44
, Issue.4
, pp. 573-603
-
-
Vaughan, P.R.1
-
115
-
-
0000770139
-
Use of computers for slope stability analysis
-
ASCE
-
Whitman, R.V. and Bailey, W.A. (1967), 'Use of computers for slope stability analysis', Jour. Soil Mech. & Foundn. Engng., ASCE, Vol.93, SM4, 475-498.
-
(1967)
Jour. Soil Mech. & Foundn. Engng.
, vol.93
, Issue.SM4
, pp. 475-498
-
-
Whitman, R.V.1
Bailey, W.A.2
-
116
-
-
0020904156
-
An investigation into the development of polished interfaces in clay fills
-
Helsinki
-
White, I.L. and Vikalis, I.G. (1983), 'An investigation into the development of polished interfaces in clay fills', Proc. 8th European Conf. Soil Mech., Helsinki, Vol.1, 323-326.
-
(1983)
Proc. 8th European Conf. Soil Mech.
, vol.1
, pp. 323-326
-
-
White, I.L.1
Vikalis, I.G.2
-
118
-
-
0002447251
-
An induced failure at trial embankment: Part 2, Finite element computation
-
Lafayette
-
Wroth, C.P. and Simpson, B. (1972), 'An induced failure at trial embankment: Part 2, Finite element computation', Proc. Conf. Earth & Earth Supported Structures, Lafayette, 65-79.
-
(1972)
Proc. Conf. Earth & Earth Supported Structures
, pp. 65-79
-
-
Wroth, C.P.1
Simpson, B.2
|