No |
YEAR |
LECTURER |
SUBJECT |
Géotechnique |
AFFILIATION |
1 |
1961 |
A. Casagrande |
Control of seepage through foundations and abutments of dams [1] |
11(3) 161-181 |
Harvard University |
2 |
1962 |
L. F. Cooling |
Field measurements in soil mechanics [2] |
12(2) 77-103 |
Building Research Establishment |
3 |
1963 |
A. Meyer |
Recent work in rock mechanics [3] |
13(2) 99-118 |
|
4 |
1964 |
A. W. Skempton |
Long-term stability of clay slopes [4] |
14(2) 77-101 |
Imperial College |
5 |
1965 |
N. M. Newmark |
Effects of earthquakes on dams and embankments [5] |
15(2) 139-159 |
University of Illinois at Urbana-Champaign |
6 |
1966 |
A. W. Bishop |
The strength of soils as engineering materials [6] |
16(2) 91-128 |
Imperial College |
7 |
1967 |
L. Bjerrum |
Engineering geology of Norwegian normally-consolidated marine clays as related to settlements of buildings [7] |
17(2) 83-117 |
Norwegian Geotechnical Institute |
8 |
1968 |
R. Glossop |
The rise of geotechnology and its influence on engineering practice [8] |
18(2) 107-150 |
John Mowlem and Co., Ltd |
9 |
1969 |
R. B. Peck |
Advantages and limitations of the observational method in applied soil mechanics [9] |
19(2) 171-187 |
University of Illinois |
10 |
1970 |
K. H. Roscoe |
The influence of strains in soil mechanics [10] |
20(2) 129-170 |
University of Cambridge |
11 |
1971 |
J. C. Jaeger |
Friction of rocks and stability of rock slopes [11] |
21(2) 97-134 |
Australian National University, Canberra |
12 |
1972 |
P. W. Rowe |
The relevance of soil fabric to site investigation practice |
22(2) 195-300 |
University of Manchester |
13 |
1973 |
T. W. Lambe |
Predictions in soil engineering |
23(2) 151-201 |
Massachusetts Institute of Technology |
14 |
1974 |
R. E. Gibson |
The analytical method in soil mechanics [12] |
24(2) 115-139 |
King's College, London |
15 |
1975 |
J. Kérisel |
Old structures in relation to soil conditions |
25(3) 433-482 |
Simecsol Études |
16 |
1976 |
A. C. Meigh |
The Triassic rocks, with particular reference to predicted and observed performance of some major foundations |
26(3) 393-451 |
Soil Mechanics Limited |
17 |
1977 |
V. F. B. de Mello |
Reflections on design decisions of practical significance to embankment dams |
27(3) 281-354 |
|
18 |
1978 |
W. H. Ward |
Ground supports for tunnels in weak rocks |
28(2) 135-170 |
Building Research Establishment |
19 |
1979 |
H. Bolton Seed |
Considerations in the earthquake-resistant design of earth and rockfill dams [13] |
29(3) 215-262 |
University of California, Berkeley |
20 |
1980 |
A. N. Schofield |
Cambridge geotechnical centrifuge operations [14] |
30(3) 227-267 |
University of Cambridge |
21 |
1981 |
N. R. Morgenstern |
Geotechnical engineering and frontier resource development |
31(3) 305-365 |
University of Alberta |
22 |
1982 |
D. J. Henkel |
Geology, geomorphology and geotechnics |
32(3) 175-194 |
Ove Arup & Partners |
23 |
1983 |
E. Hoek |
Strength of jointed rock masses |
33(3) 187-222 |
Golder Associates, Vancouver |
24 |
1984 |
C. P. Wroth |
The interpretation of in situ soil tests |
34(4) 449-488 |
University of Oxford |
25 |
1985 |
N. Janbu |
Soil models in offshore engineering |
35(3) 241-280 |
Norwegian Institute of Technology |
26 |
1986 |
A. D. M. Penman |
On the embankment dam |
36(3) 303-347 |
Geotechnical Engineering Consultant, Harpenden |
27 |
1987 |
R. F. Scott |
Failure |
37(4) 423-466 |
California Institute of Technology |
28 |
1988 |
H. B. Sutherland |
Uplift resistance in soils |
38(4) 493-515 |
University of Glasgow Trust |
29 |
1989 |
H. G. Poulos |
Pile behaviour - theory and application [15] |
39(3) 365-415 |
University of Sydney |
30 |
1990 |
J. B. Burland |
On the compressibility and shear strength of natural clays [16] |
40(3) 329-378 |
Imperial College |
31 |
1991 |
J. K. Mitchell |
Conduction phenomena: from theory to geotechnical practice |
41(3) 299-339 |
University of California, Berkeley |
32 |
1992 |
B. Simpson |
Retaining structures: displacement and design [17] |
42(4) 541-576 |
Ove Arup & Partners |
33 |
1993 |
K. Ishihara |
Liquefaction and flow failure during earthquakess |
43(3) 351-414 |
University of Tokyo |
34 |
1994 |
P. R. Vaughan |
Assumption, prediction and reality in geotechnical engineering [18] |
44(4) 573-608 |
Imperial College |
35 |
1995 |
R. E. Goodman |
Block theory and its application |
45(3) 383-422 |
University of California |
36 |
1996 |
S. F. Brown |
Soil mechanics in pavement engineering [19] |
46(3) 383-425 |
University of Nottingham |
37 |
1997 |
G. E. Blight |
Interactions between the atmosphere and the Earth[20] |
47(4) 715-766 |
University of Witwatersrand |
38 |
1998 |
D. W. Hight |
Soil characterisation: the importance of structure and anisotropy |
- |
Imperial College |
39 |
1999 |
S. Leroueil |
Natural slopes and cuts: movement and failure mechanisms[21][22] |
51(3) 197-243 |
Université Laval, Ste-Foy, Québec |
40 |
2000 |
J. H. Atkinson |
Non-linear soil stiffness in routine design[23][24] |
50(5) 487-507 |
City University, London |
41 |
2001 |
H. Brandl |
Energy foundations and other thermo-active ground structures |
56(2) 81-122 |
Vienna University of Technology, Austria |
42 |
2002 |
D. M. Potts |
Numerical analysis: a virtual dream or practical reality?[25][26] |
53(6) 535-572 |
Imperial College |
43 |
2003 |
M. F. Randolph |
Science and empiricism in pile foundation design[27][28] |
53(10) 847-874 |
University of Western Australia |
44 |
2004 |
N. N. Ambraseys |
Engineering, seismology and soil mechanics |
- |
Imperial College |
45 |
2005 |
R. K. Rowe |
Long term performance of contaminant barrier systems |
55(9) 631-678 |
Queen's University Kingston, Ontario, Canada |
46 |
2006 |
R. J. Mair |
Tunnelling and geotechnics - new horizons[29][30] |
58(9) 695-736 |
University of Cambridge |
47 |
2007 |
A. Gens |
Soil-environment interactions in geotechnical engineering |
60(1) 3-74 |
Universitat Politècnica de Catalunya |
48 |
2008 |
A. Charles |
The engineering behaviour of fill - the use, misuse and disuse of case histories |
58(7) 541-570 |
Building Research Establishment |
49 |
2009 |
T. D. O'Rourke |
Geohazards & Large Geographically Distributed Systems [31] |
60(7) 505-543 |
Cornell University |
50 |
2010 |
C. R. I. Clayton |
Stiffness at small strain - research and practice |
61(1) 5-37 |
University of Southampton |
51 |
2011 |
S. W. Sloan |
Geotechnical Stability Analysis [32] |
63(7) 531-571 |
University of Newcastle, Australia |
52 |
2012 |
M. D. Bolton |
Performance-based design in geotechnical engineering |
|
University of Cambridge |
53 |
2013 |
M. Jamiolkowski |
Soil Mechanics and the observational method: Challenges at the Zelazny Most copper tailings disposal facility |
|
Politecnico di Torino |
54 |
2014 |
G. T. Houlsby |
Interactions in Offshore Foundation Design [33] |
|
University of Oxford |
55 |
2015 |
S. Lacasse |
Hazard, Risk and Reliability in Geotechnical Practice [34] |
|
Norwegian Geotechnical Institute |
56 |
2016 |
R. Jardine |
|
|
Imperial College |