-
2
-
-
0343092165
-
The actual lateral pressure of earthwork
-
Baker, B. (1881). The actual lateral pressure of earthwork. Minut. Proc. Instn Civ. Engrs 65, 140-186.
-
(1881)
Minut. Proc. Instn Civ. Engrs
, vol.65
, pp. 140-186
-
-
Baker, B.1
-
3
-
-
20044370019
-
The relation of soil structure to the engineering geology of clay soil
-
Barden, L. (1972). The relation of soil structure to the engineering geology of clay soil. Q. Jl Engng Geol. 5.
-
(1972)
Q. Jl Engng Geol.
, vol.5
-
-
Barden, L.1
-
4
-
-
84857837557
-
A new method for taking samples of great length
-
Paris
-
Begemann, H. K. S. Ph. (1961). A new method for taking samples of great length. Proc. 5th Int. Conf. Soil Mech., Paris 1, 437-440.
-
(1961)
Proc. 5th Int. Conf. Soil Mech.
, vol.1
, pp. 437-440
-
-
Begemann, H.K.S.1
-
5
-
-
84864828267
-
A new sampling tool for use in cohesionless sands below the water level
-
Bishop, A. W. (1948). A new sampling tool for use in cohesionless sands below the water level. Géotechnique 1, 125-131.
-
(1948)
Géotechnique
, vol.1
, pp. 125-131
-
-
Bishop, A.W.1
-
6
-
-
85024189370
-
The strength of soils as engineering materials
-
Bishop A. W. (1966). The strength of soils as engineering materials. Géotechnique 16, 91-128.
-
(1966)
Géotechnique
, vol.16
, pp. 91-128
-
-
Bishop, A.W.1
-
7
-
-
0000456219
-
Discussion on shear strength of stiff clay
-
Oslo
-
Bishop, A. W. (1967). Discussion on shear strength of stiff clay. Proc. Geotech. Conf., Oslo 2, 141-142.
-
(1967)
Proc. Geotech. Conf.
, vol.2
, pp. 141-142
-
-
Bishop, A.W.1
-
8
-
-
0005528344
-
The influence of the size and orientation of the sample on the apparent strength of the London clay at Maldon, Essex
-
Oslo
-
Bishop, A. W. & Little, A. L. (1967). The influence of the size and orientation of the sample on the apparent strength of the London clay at Maldon, Essex. Proc. Geotech. Conf, Oslo 1, 89-96.
-
(1967)
Proc. Geotech. Conf
, vol.1
, pp. 89-96
-
-
Bishop, A.W.1
Little, A.L.2
-
9
-
-
0006366979
-
Fundamental shear strength properties of the Lilla Edet clay
-
Bjerrum, L. & Wu, T. H. (1960). Fundamental shear strength properties of the Lilla Edet clay. Géotechnique 10, 101-109.
-
(1960)
Géotechnique
, vol.10
, pp. 101-109
-
-
Bjerrum, L.1
Wu, T.H.2
-
11
-
-
85025050756
-
The application of soil mechanics to railway engineering
-
Bridge, T. & Elliott, S. R. L. (1967). The application of soil mechanics to railway engineering. Proc. Instn Civ. Engrs 37, 243-246.
-
(1967)
Proc. Instn Civ. Engrs
, vol.37
, pp. 243-246
-
-
Bridge, T.1
Elliott, S.R.L.2
-
12
-
-
33747197123
-
-
British Standards Institution London: Institution of Civil Engineers.
-
British Standards Institution (1957). Code of practice for site investigation. London: Institution of Civil Engineers.
-
(1957)
Code of practice for site investigation.
-
-
-
13
-
-
0345436026
-
The load-deformation behaviour of Middle Chalk at Mundford, Norfolk: a comparison between full-scale performance and in situ and laboratory measurements
-
London: British Geotechnical Society.
-
Burland, J. B. & Lord, J. A. (1970). The load-deformation behaviour of Middle Chalk at Mundford, Norfolk: a comparison between full-scale performance and in situ and laboratory measurements. In situ investigations in soils and rocks 3-15. London: British Geotechnical Society.
-
(1970)
In situ investigations in soils and rocks
, pp. 3-15
-
-
Burland, J.B.1
Lord, J.A.2
-
14
-
-
33751516045
-
The effect of weathering on the shear strength properties of Keuper marl
-
Chandler, R. J. (1969). The effect of weathering on the shear strength properties of Keuper marl. Géotechnique 19, 321-334.
-
(1969)
Géotechnique
, vol.19
, pp. 321
-
-
Chandler, R.J.1
-
16
-
-
85025045033
-
Discussion on Site investigation including boring and other methods of sub-surface exploration
-
Cooling, L. F. (1949). Discussion on Site investigation including boring and other methods of sub-surface exploration. Jnl Instn Civ. Engrs 32, 141-142.
-
(1949)
Jnl Instn Civ. Engrs
, vol.32
, pp. 141-142
-
-
Cooling, L.F.1
-
18
-
-
0015081983
-
Design and construction of embankments on an alluvial plain
-
Dallard, N. J. (1971). Design and construction of embankments on an alluvial plain. Proc. Instn Civ. Engrs 49, 157-170.
-
(1971)
Proc. Instn Civ. Engrs
, vol.49
, pp. 157-170
-
-
Dallard, N.J.1
-
19
-
-
0041962781
-
The mineralogy and phase equilibrium of Keuper marl
-
Davis, A. G. (1967). The mineralogy and phase equilibrium of Keuper marl. Q. Jnl Engng Geol. 1, 25-38.
-
(1967)
Q. Jnl Engng Geol.
, vol.1
, pp. 25-38
-
-
Davis, A.G.1
-
20
-
-
85025041267
-
The settlement of structures founded on weathered soft rocks with particular reference to Keuper marl
-
Birmingham: Midlands Soil Mechanics and Foundation Engineering Society.
-
Davis, A. G. (1971). The settlement of structures founded on weathered soft rocks with particular reference to Keuper marl. Symp. Interaction Structures Fdns. Birmingham: Midlands Soil Mechanics and Foundation Engineering Society.
-
(1971)
Symp. Interaction Structures Fdns.
-
-
Davis, A.G.1
-
21
-
-
85024228633
-
An interesting form of failure of an irrigation canal
-
Denisov, N. Ya., Bally, R. J. & Antonescu, I. P. (1961). An interesting form of failure of an irrigation canal. Géotechnique 11, 319-327.
-
(1961)
Géotechnique
, vol.11
, pp. 319-327
-
-
Denisov, N.Y.1
Bally, R.J.2
Antonescu, I.P.3
-
23
-
-
3242826778
-
The slide at Bekkelaget
-
Eide, O. & Bjerrum, L. (1955). The slide at Bekkelaget. Géotechnique 5, 88-100.
-
(1955)
Géotechnique
, vol.5
, pp. 88-100
-
-
Eide, O.1
Bjerrum, L.2
-
24
-
-
85005580182
-
New methods and technique in subsurface explorations
-
Fahlquist, F. E. (1941). New methods and technique in subsurface explorations. Jnl Boston Soc. Civ. Engrs 28, 144-160.
-
(1941)
Jnl Boston Soc. Civ. Engrs
, vol.28
, pp. 144-160
-
-
Fahlquist, F.E.1
-
25
-
-
0014614591
-
Observational studies on fissure patterns in cretaceous sediments of South-East England
-
Fookes, P. G. & Denness, B. (1969). Observational studies on fissure patterns in cretaceous sediments of South-East England. Géotechnique 19, 453-477.
-
(1969)
Géotechnique
, vol.19
, pp. 453-477
-
-
Fookes, P.G.1
Denness, B.2
-
26
-
-
85024999078
-
Standard representation for foundation soils
-
French Syndicate of Borehole Contractors Géotechnique
-
French Syndicate of Borehole Contractors (1959). Standard representation for foundation soils. Géotechnique 10, 33.
-
(1959)
, vol.10
, Issue.33
-
-
-
28
-
-
0003179724
-
The logging of rock cores for engineering purposes
-
Geological Society Engineering Group Working Party
-
Geological Society Engineering Group Working Party (1970). The logging of rock cores for engineering purposes. Q. Jnl Engng Geol. 3, 1-24.
-
(1970)
Q. Jnl Engng Geol.
, vol.3
, pp. 1-24
-
-
-
29
-
-
85025041882
-
The rise of geotechnology and its influence on engineering practice
-
Glossop, R. (1968). The rise of geotechnology and its influence on engineering practice. Géotechnique 18, 105-150.
-
(1968)
Géotechnique
, vol.18
, pp. 105-150
-
-
Glossop, R.1
-
30
-
-
85025058807
-
The practice of sampling soil and rock
-
American Society for Testing Materials Special Technical Publication 483.
-
Golder, H. Q. (1970). The practice of sampling soil and rock. Symp. Sampling of Soil and Rock 3-9. American Society for Testing Materials Special Technical Publication 483.
-
(1970)
Symp. Sampling of Soil and Rock
, pp. 3-9
-
-
Golder, H.Q.1
-
31
-
-
33748008216
-
Some tests on bored piles in London clay
-
Golder, H. Q. & Leonard, M. W. (1954). Some tests on bored piles in London clay. Géotechnique 4, 32-41.
-
(1954)
Géotechnique
, vol.4
, pp. 32-41
-
-
Golder, H.Q.1
Leonard, M.W.2
-
32
-
-
0037549440
-
Investigation of a bank failure at Scrapsgate, Isle of Sheppey, Kent
-
Golder, H. Q. & Palmer, D. J. (1955). Investigation of a bank failure at Scrapsgate, Isle of Sheppey, Kent. Géotechnique 5, 55-73.
-
(1955)
Géotechnique
, vol.5
, pp. 55-73
-
-
Golder, H.Q.1
Palmer, D.J.2
-
33
-
-
85025019094
-
Ground and materials investigations for road schemes: needs and methods
-
Green, P. A. (1968). Ground and materials investigations for road schemes: needs and methods. Proc. Instn Civ. Engrs 41, 635-638.
-
(1968)
Proc. Instn Civ. Engrs
, vol.41
, pp. 635-638
-
-
Green, P.A.1
-
34
-
-
0012744745
-
On railway cuttings and embankments with an account of some slips in London clay on the line of the London and Croydon railway
-
Gregory, C. H. (1844). On railway cuttings and embankments with an account of some slips in London clay on the line of the London and Croydon railway. Minut. Proc. Instn Civ. Engrs 3, 135-145.
-
(1844)
Minut. Proc. Instn Civ. Engrs
, vol.3
, pp. 135-145
-
-
Gregory, C.H.1
-
35
-
-
0347493742
-
Engineering properties of Glacial Lake clays near Sarnia, Ontario
-
Hanna, T. H. (1966). Engineering properties of Glacial Lake clays near Sarnia, Ontario. Ont. Hydro Res. Q. 12, 1-12.
-
(1966)
Ont. Hydro Res. Q.
, vol.12
, pp. 1-12
-
-
Hanna, T.H.1
-
36
-
-
32544454554
-
Discussion on soil mechanics and site exploration
-
Harding, H. J. B. (1942). Discussion on soil mechanics and site exploration. Jnl Instn Civ. Engrs 6, 163-166.
-
(1942)
Jnl Instn Civ. Engrs
, vol.6
, pp. 163-166
-
-
Harding, H.J.B.1
-
37
-
-
85025025873
-
Site investigations including boring and other methods of sub-surface exploration
-
Harding. H. J. B. (1949). Site investigations including boring and other methods of sub-surface exploration. Jnl Instn Civ. Engrs 32, 11-137.
-
(1949)
Jnl Instn Civ. Engrs
, vol.32
, pp. 11-137
-
-
Harding, H.J.B.1
-
38
-
-
0008299256
-
Some numerical results concerning the shear strength of London clay
-
Hooper, J. A. & Butler, F. G. (1966). Some numerical results concerning the shear strength of London clay. Géotechnique 16, 282-304.
-
(1966)
Géotechnique
, vol.16
, pp. 282-304
-
-
Hooper, J.A.1
Butler, F.G.2
-
40
-
-
85025051360
-
Proposals for ‘quality-classes’ in soil sampling and the importance of boring methods and sampling equipment
-
Mexico
-
Idel, K. H., Muhs, H. & Von Soos, P. (1969). Proposals for ‘quality-classes’ in soil sampling and the importance of boring methods and sampling equipment. Speciality Session No. I, Proc. 7th Int. Conf. Soil Mech., Mexico, 56-58.
-
(1969)
Speciality Session No. I, Proc. 7th Int. Conf. Soil Mech.
, pp. 56-58
-
-
Idel, K.H.1
Muhs, H.2
Von, S.P.3
-
41
-
-
85042243237
-
Use of chemical grouts to sample sands
-
American Society for Testing Materials Special Technical Publication 483.
-
Karol, R. H. (1970). Use of chemical grouts to sample sands. Symp. Sampling Soil and Rock, 51-59. American Society for Testing Materials Special Technical Publication 483.
-
(1970)
Symp. Sampling Soil and Rock
, pp. 51-59
-
-
Karol, R.H.1
-
44
-
-
0012754192
-
Stability investigations of the north bank of the Drammen River
-
Kjaernsli, B. & Simons, N. (1962). Stability investigations of the north bank of the Drammen River. Géotechnique 12, 147-167.
-
(1962)
Géotechnique
, vol.12
, pp. 147-167
-
-
Kjaernsli, B.1
Simons, N.2
-
46
-
-
85025027987
-
The effects of geological features on soil strength
-
Army Engineer Waterways Experimental Station.
-
Krinitzsky, E. L. (1970). The effects of geological features on soil strength. Misc. Paper S.70.25. U.S. Army Engineer Waterways Experimental Station.
-
(1970)
Misc. Paper S.70.25. U.S.
-
-
Krinitzsky, E.L.1
-
48
-
-
84995072907
-
Centrifugal model test of a short-term failure in London clay
-
Lyndon, A. & Schofield, A. N. (1970). Centrifugal model test of a short-term failure in London clay. Géotechnique 20, 440-442.
-
(1970)
Géotechnique
, vol.20
, pp. 440-442
-
-
Lyndon, A.1
Schofield, A.N.2
-
49
-
-
0000831756
-
Strength measurements in stiff fissured Barton clay from Fawley, Hampshire
-
Oslo
-
Marsland, A. & Butler, E. (1967). Strength measurements in stiff fissured Barton clay from Fawley, Hampshire. Proc. Geotech. Conf., Oslo 1, 139-145.
-
(1967)
Proc. Geotech. Conf.
, vol.1
, pp. 139-145
-
-
Marsland, A.1
Butler, E.2
-
50
-
-
85025059752
-
Some undisturbed soil sampling methods and procedures used by the U.S. Army Engineer Waterways Experiment Station
-
Mexico
-
Mathews, A. L. (1969). Some undisturbed soil sampling methods and procedures used by the U.S. Army Engineer Waterways Experiment Station. Proc. Speciality Session No. 1, 7th Int. Conf. Soil Mech., Mexico, 61-68.
-
(1969)
Proc. Speciality Session No. 1, 7th Int. Conf. Soil Mech.
, pp. 61-68
-
-
Mathews, A.L.1
-
51
-
-
0001748251
-
The fabric of natural clays and its relation to engineering properties
-
Mitchell, J. K. (1956). The fabric of natural clays and its relation to engineering properties. Proc. Highw. Res. Bd 35, 693-713.
-
(1956)
Proc. Highw. Res. Bd
, vol.35
, pp. 693-713
-
-
Mitchell, J.K.1
-
52
-
-
85018832867
-
Microscopic structures in kaolin subjected to direct shear
-
Morgenstern, N. R. & Tchalenko, J. S. (1967). Microscopic structures in kaolin subjected to direct shear. Géotechnique 17, 309-328.
-
(1967)
Géotechnique
, vol.17
, pp. 309-328
-
-
Morgenstern, N.R.1
Tchalenko, J.S.2
-
53
-
-
0015008573
-
Comparative observations on the use of the Pitcher sampler in stiff clay
-
American Society for Testing and Materials Special Technical Publication 483.
-
Morgenstern, N. R. & Thomson, S. (1970). Comparative observations on the use of the Pitcher sampler in stiff clay. Symp. Sampling Soil and Rock, 180-191. American Society for Testing and Materials Special Technical Publication 483.
-
(1970)
Symp. Sampling Soil and Rock
, pp. 180-191
-
-
Morgenstern, N.R.1
Thomson, S.2
-
54
-
-
84937756895
-
Some investigations on granular soils with particular reference to the compressed-air sand sampler
-
Nixon, I. K. (1954). Some investigations on granular soils with particular reference to the compressed-air sand sampler. Géotechnique 4, 16-31.
-
(1954)
Géotechnique
, vol.4
, pp. 16-31
-
-
Nixon, I.K.1
-
56
-
-
77951120869
-
Art and science in subsurface engineering
-
Peck, R. B. (1962). Art and science in subsurface engineering. Géotechnique 12, 60-66.
-
(1962)
Géotechnique
, vol.12
, pp. 60-66
-
-
Peck, R.B.1
-
58
-
-
0014520082
-
The consolidation of saturated clay with variable permeability and compressibility
-
Poskitt, T. J. (1969). The consolidation of saturated clay with variable permeability and compressibility. Géotechnique 19, 234-252.
-
(1969)
Géotechnique
, vol.19
, pp. 234-252
-
-
Poskitt, T.J.1
-
59
-
-
84912775867
-
Dictionary of geological terms
-
Edward Brothers.
-
Rice, C. M. (1954). Dictionary of geological terms. Ann Arbor, Michigan: Edward Brothers.
-
(1954)
Ann Arbor, Michigan
-
-
Rice, C.M.1
-
60
-
-
0344692078
-
Measurement of the coefficient of consolidation of lacustrine clay
-
Rowe, P. W. (1959). Measurement of the coefficient of consolidation of lacustrine clay. Géotechnique 9, 107-118.
-
(1959)
Géotechnique
, vol.9
, pp. 107-118
-
-
Rowe, P.W.1
-
61
-
-
85025011758
-
Discussion on shear strength of soft clay
-
Oslo
-
Rowe, P. W. (1967a). Discussion on shear strength of soft clay. Proc. Geotech. Conf. Oslo 2, 115-118.
-
(1967)
Proc. Geotech. Conf.
, vol.2
, pp. 115-118
-
-
Rowe, P.W.1
-
62
-
-
85025011758
-
Discussion on shear strength of stiff clay
-
Oslo
-
Rowe, P. W. (1967b). Discussion on shear strength of stiff clay. Proc. Geotech. Conf. Oslo 2, 170-171.
-
(1967)
Proc. Geotech. Conf.
, vol.2
, pp. 170-171
-
-
Rowe, P.W.1
-
63
-
-
0346320198
-
The influence of geological features of clay deposits on the design and performance of sand drains
-
Rowe, P. W. (1968a). The influence of geological features of clay deposits on the design and performance of sand drains. Proc. Instn Civ. Engrs Suppl. 1, 1-72.
-
(1968)
Proc. Instn Civ. Engrs Suppl.
, vol.1
, pp. 1-72
-
-
Rowe, P.W.1
-
64
-
-
85018825872
-
Failure of foundations and slopes in layered deposits in relation to site investigation practice
-
Rowe, P. W. (1968b). Failure of foundations and slopes in layered deposits in relation to site investigation practice. Proc. Instn Civ. Engrs, Suppl. 1, 73-131.
-
(1968)
Proc. Instn Civ. Engrs, Suppl.
, vol.1
, pp. 73-131
-
-
Rowe, P.W.1
-
65
-
-
84984526338
-
Derwent Dam—embankment stability and displacements
-
Rowe, P. W. (1970a). Derwent Dam—embankment stability and displacements. Proc. Instn Civ. Engrs 45, 423-452.
-
(1970)
Proc. Instn Civ. Engrs
, vol.45
, pp. 423-452
-
-
Rowe, P.W.1
-
66
-
-
85025055725
-
Discussion on vibroflotation
-
London: Institution of Civil Engineers.
-
Rowe, P. W. (1970b). Discussion on vibroflotation. Ground engineering 79-80. London: Institution of Civil Engineers.
-
(1970)
Ground engineering
, pp. 79-80
-
-
Rowe, P.W.1
-
67
-
-
80051951011
-
Embankments on soft alluvial ground
-
Rowe, P. W. (1972). Embankments on soft alluvial ground. Q. Jl Engng Geol. 5.
-
(1972)
Q. Jl Engng Geol.
, vol.5
-
-
Rowe, P.W.1
-
68
-
-
0001138416
-
A new consolidation cell
-
Rowe, P. W. & Barden, L. (1966). A new consolidation cell. Géotechnique 16, 162-170.
-
(1966)
Géotechnique
, vol.16
, pp. 162-170
-
-
Rowe, P.W.1
Barden, L.2
-
70
-
-
85025032249
-
The choice of drill rigs for site investigation
-
Serota, S. (1972). The choice of drill rigs for site investigation. Int. Constr. 11, 53-57 and 12, 23-33.
-
(1972)
Int. Constr.
, vol.11
, Issue.12
, pp. 53-57
-
-
Serota, S.1
-
71
-
-
0012659952
-
The slide in Lodalen October 6th, 1954
-
Sevaldson, R. A. (1956). The slide in Lodalen October 6th, 1954. Géotechnique 6, 167-182.
-
(1956)
Géotechnique
, vol.6
, pp. 167-182
-
-
Sevaldson, R.A.1
-
72
-
-
85025028158
-
Vane tests in the alluvial plain of the River Forth near Grangemouth
-
Skempton, A. W. (1948a). Vane tests in the alluvial plain of the River Forth near Grangemouth. Géotechnique 1, 111-124.
-
(1948)
Géotechnique
, vol.1
, pp. 111-124
-
-
Skempton, A.W.1
-
73
-
-
0037886753
-
The φ =0 analysis of stability and its theoretical basis
-
Rotterdam
-
Skempton, A. W. (1948b). The φ =0 analysis of stability and its theoretical basis. Proc. 2nd Int. Conf. Soil Mech., Rotterdam 2, 72-77.
-
(1948)
Proc. 2nd Int. Conf. Soil Mech.
, vol.2
, pp. 72-77
-
-
Skempton, A.W.1
-
74
-
-
84958056398
-
The long term stability of slopes
-
Skempton, A. W. (1964). The long term stability of slopes. Géotechnique 14, 77-101.
-
(1964)
Géotechnique
, vol.14
, pp. 77-101
-
-
Skempton, A.W.1
-
75
-
-
0001491517
-
Stability of natural slopes and embankment foundations
-
Mexico State-of-the-Art
-
Skempton, A. W. & Hutchinson, J. (1969). Stability of natural slopes and embankment foundations. Proc. 7th Int. Conf. Soil Mech., Mexico State-of-the-Art, 291-340.
-
(1969)
Proc. 7th Int. Conf. Soil Mech.
, pp. 291-340
-
-
Skempton, A.W.1
Hutchinson, J.2
-
76
-
-
0014519975
-
Joints and fissures in the London clay at Wraysbury and Edgware
-
Skempton, A. W., Schuster, R. L. & Petley, D. J. (1969). Joints and fissures in the London clay at Wraysbury and Edgware. Géotechnique 19, 205-217.
-
(1969)
Géotechnique
, vol.19
, pp. 205-217
-
-
Skempton, A.W.1
Schuster, R.L.2
Petley, D.J.3
-
77
-
-
3743155590
-
Soil structure in the electron microscope
-
Southampton University. London: J. Wiley.
-
Smart, P. (1969). Soil structure in the electron microscope. Int. Conf. Materials Civ. Engng, Southampton University. London: J. Wiley.
-
(1969)
Int. Conf. Materials Civ. Engng
-
-
Smart, P.1
-
79
-
-
22044448085
-
The microstructure of London clay
-
Tchalenko, J. S. (1968). The microstructure of London clay. Q. Jnl Engng Geol. 1, 145-155.
-
(1968)
Q. Jnl Engng Geol.
, vol.1
, pp. 145-155
-
-
Tchalenko, J.S.1
-
81
-
-
0002321264
-
Soil mechanics—A new chapter in engineering science
-
Terzaghi, K. (1939). Soil mechanics—A new chapter in engineering science. Jnl Instn Civ. Engrs 12, 106-141.
-
(1939)
Jnl Instn Civ. Engrs
, vol.12
, pp. 106-141
-
-
Terzaghi, K.1
-
83
-
-
85025015469
-
Engineering geology on the job and in the classroom
-
Harvard University.
-
Terzaghi, K. (1961). Engineering geology on the job and in the classroom. Soil Mechanics Series 62, Harvard University.
-
(1961)
Soil Mechanics Series 62
-
-
Terzaghi, K.1
-
85
-
-
85025049140
-
Site investigations for piling in soils and rocks
-
Tomlinson, M. J. & Meigh, A. C. (1971). Site investigations for piling in soils and rocks. Proc. Instn Civ. Engrs 48, 355-357.
-
(1971)
Proc. Instn Civ. Engrs
, vol.48
, pp. 355-357
-
-
Tomlinson, M.J.1
Meigh, A.C.2
-
86
-
-
85025010182
-
Sampling and testing undisturbed sands from boreholes
-
Harvard
-
Van Bruggen, J. P. (1936). Sampling and testing undisturbed sands from boreholes. Proc. 1st Int. Conf. Soil Mech., Harvard 1, 3-6.
-
(1936)
Proc. 1st Int. Conf. Soil Mech.
, vol.1
, pp. 3-6
-
-
Van, B.J.P.1
-
87
-
-
57849128458
-
The use of simple relief wells in reducing water pressure beneath a trench excavation
-
Ward, W. H. (1957). The use of simple relief wells in reducing water pressure beneath a trench excavation. Géotechnique 7, 134-139.
-
(1957)
Géotechnique
, vol.7
, pp. 134-139
-
-
Ward, W.H.1
-
88
-
-
85025037427
-
Discussion on shear strength of stiff clay
-
Oslo
-
Ward, W. H. (1967). Discussion on shear strength of stiff clay. Proc. Geotech. Conf, Oslo 2, 140-141.
-
(1967)
Proc. Geotech. Conf
, vol.2
, pp. 140-141
-
-
Ward, W.H.1
-
89
-
-
85024191693
-
Some field techniques for improving site investigation and engineering design
-
Ward, W. H. (1971). Some field techniques for improving site investigation and engineering design. Proc. Roscoe Mem. Symp., Cambridge.
-
(1971)
Proc. Roscoe Mem. Symp., Cambridge.
-
-
Ward, W.H.1
-
90
-
-
33646703497
-
Studies of the properties of London clay
-
Ward, W. H., Samuels, S. G. & Butler, E. (1959). Studies of the properties of London clay. Géotechnique 9, 33-58.
-
(1959)
Géotechnique
, vol.9
, pp. 33-58
-
-
Ward, W.H.1
Samuels, S.G.2
Butler, E.3
-
91
-
-
0005393997
-
Properties of London clay at Ashford Common Shaft
-
Ward, W. H., Marsland, A. & Samuels, S. G. (1965). Properties of London clay at Ashford Common Shaft. Géotechnique 15, 321-344.
-
(1965)
Géotechnique
, vol.15
, pp. 321-344
-
-
Ward, W.H.1
Marsland, A.2
Samuels, S.G.3
-
92
-
-
0014371870
-
Geotechnical assessment of a site at Mundford, Norfolk for a large proton accelerator
-
Ward, W. H., Burland, J. B. & Gallois, R. W. (1968). Geotechnical assessment of a site at Mundford, Norfolk for a large proton accelerator. Géotechnique 18, 399-431.
-
(1968)
Géotechnique
, vol.18
, pp. 399-431
-
-
Ward, W.H.1
Burland, J.B.2
Gallois, R.W.3
-
93
-
-
85025043552
-
Foundation problems at the Central London Y.M.C.A
-
Willbourne, J. (1971). Foundation problems at the Central London Y.M.C.A. Ground Engng 4, 28-29.
-
(1971)
Ground Engng
, vol.4
, pp. 28-29
-
-
Willbourne, J.1
-
94
-
-
84984453903
-
Vertical and horizontal laboratory permeability measurements in clay soils
-
Haifa International Association of Hydraulic Research.
-
Wilkinson, W. B. & Shipley, E. L. (1969). Vertical and horizontal laboratory permeability measurements in clay soils. Symp. fundamentals of transport phenomena in porous media. Haifa International Association of Hydraulic Research.
-
(1969)
Symp. fundamentals of transport phenomena in porous media.
-
-
Wilkinson, W.B.1
Shipley, E.L.2
-
95
-
-
85025012959
-
National Ports Council—port structures report
-
Suppl. (xiii)
-
Williams, J. T. & Mettam, J. D. (1971). National Ports Council—port structures report. Proc. Instn Civ. Engrs Suppl. (xiii).
-
(1971)
Proc. Instn Civ. Engrs
-
-
Williams, J.T.1
Mettam, J.D.2
-
96
-
-
0000062630
-
Foundation design and behaviour of tower Latino Americana in Mexico City
-
Zeevaert, L. (1957). Foundation design and behaviour of tower Latino Americana in Mexico City. Géotechnique 7, 115-133.
-
(1957)
Géotechnique
, vol.7
, pp. 115-133
-
-
Zeevaert, L.1
-
97
-
-
85025016383
-
Experience from the inadequate construction of a dike
-
Oslo
-
Zlatarev, K., Stefanoff, G. & Bejkoff, M. (1967). Experience from the inadequate construction of a dike. Proc. Geotech. Conf, Oslo 1, 77-80.
-
(1967)
Proc. Geotech. Conf
, vol.1
, pp. 77-80
-
-
Zlatarev, K.1
Stefanoff, G.2
Bejkoff, M.3
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