Rankine Lecture
Aspeto
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A Rankine Lecture é uma condecoração por conquistas em geotecnia, concedida pela Associação Britânica de Geotecnia, sendo uma das mais destacadas condecorações da área. São apresentadas desde 1961 e publicadas no periódico científico Géotechnique. Em anos pares o palestrante é britânico, e nos anos ímpares estrangeiro. Até 1972 as palestras foram apresentadas na sede do Institution of Civil Engineers, e depois no Imperial College London. Sua denominação é homenagem ao pioneiro da mecânica dos solos William John Macquorn Rankine.[1][2][3]
Lista dos palestrantes
[editar | editar código-fonte]N | Ano | Palestrante | Publicação | Géotechnique | Afiliação |
---|---|---|---|---|---|
1 | 1961 | A. Casagrande | "Control of seepage through foundations and abutments of dams"[4] | 11(3) 161-181 | Universidade Harvard |
2 | 1962 | L. F. Cooling | "Field measurements in soil mechanics"[5] | 12(2) 77-103 | Building Research Establishment |
3 | 1963 | A. Mayer | "Recent work in rock mechanics"[6] | 13(2) 99-118 | |
4 | 1964 | A. W. Skempton | "Long-term stability of clay slopes"[7] | 14(2) 77-101 | Imperial College London |
5 | 1965 | N. M. Newmark | "Effects of earthquakes on dams and embankments"[8] | 15(2) 139-159 | University of Illinois at Urbana-Champaign |
6 | 1966 | A. W. Bishop | "The strength of soils as engineering materials"[9] | 16(2) 91-128 | Imperial College London |
7 | 1967 | L. Bjerrum | "Engineering geology of Norwegian normally-consolidated marine clays as related to settlements of buildings"[10] | 17(2) 83-117 | Norwegian Geotechnical Institute |
8 | 1968 | R. Glossop | "The rise of geotechnology and its influence on engineering practice"[11] | 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"[12] | 19(2) 171-187 | Universidade de Illinois |
10 | 1970 | K. H. Roscoe | "The influence of strains in soil mechanics"[13] | 20(2) 129-170 | Universidade de Cambridge |
11 | 1971 | J. C. Jaeger | "Friction of rocks and stability of rock slopes"[14] | 21(2) 97-134 | Universidade Nacional da Austrália, Canberra |
12 | 1972 | P. W. Rowe | "The relevance of soil fabric to site investigation practice"[15] | 22(2) 195-300 | Universidade de Manchester |
13 | 1973 | T. W. Lambe | "Predictions in soil engineering"[16] | 23(2) 151-201 | Instituto de Tecnologia de Massachusetts |
14 | 1974 | R. E. Gibson | "The analytical method in soil mechanics"[17] | 24(2) 115-139 | King's College de Londres |
15 | 1975 | J. Kérisel | "Old structures in relation to soil conditions"[18] | 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"[19] | 26(3) 393-451 | Soil Mechanics Limited |
17 | 1977 | V. F. B. de Mello | "Reflections on design decisions of practical significance to embankment dams"[20] | 27(3) 281-354 | Consultor privado, Brasil |
18 | 1978 | W. H. Ward | "Ground supports for tunnels in weak rocks"[21] | 28(2) 135-170 | Building Research Establishment |
19 | 1979 | H. Bolton Seed | "Considerations in the earthquake-resistant design of earth and rockfill dams"[22] | 29(3) 215-262 | Universidade da Califórnia em Berkeley |
20 | 1980 | A. N. Schofield | "Cambridge geotechnical centrifuge operations"[23] | 30(3) 227-267 | Universidade de Cambridge |
21 | 1981 | N. R. Morgenstern | "Geotechnical engineering and frontier resource development"[24] | 31(3) 305-365 | Universidade de Alberta |
22 | 1982 | D. J. Henkel | "Geology, geomorphology and geotechnics"[25] | 32(3) 175-194 | Arup |
23 | 1983 | E. Hoek | "Strength of jointed rock masses"[26] | 33(3) 187-222 | Golder Associates, Vancouver |
24 | 1984 | C. P. Wroth | "The interpretation of in situ soil tests"[27] | 34(4) 449-488 | Universidade Politécnica da Catalunha |
25 | 1985 | N. Janbu | "Soil models in offshore engineering"[28] | 35(3) 241-280 | Instituto Norueguês de Tecnologia |
26 | 1986 | A. D. M. Penman | "On the embankment dam"[29] | 36(3) 303-347 | Geotechnical Engineering Consultant, Harpenden |
27 | 1987 | R. F. Scott | "Failure"[30] | 37(4) 423-466 | Instituto de Tecnologia da Califórnia |
28 | 1988 | H. B. Sutherland | "Uplift resistance in soils"[31] | 38(4) 493-515 | Universidade de Glasgow |
29 | 1989 | H. G. Poulos | "Pile behaviour - theory and application"[32] | 39(3) 365-415 | Universidade de Sydney |
30 | 1990 | J. B. Burland | "On the compressibility and shear strength of natural clays"[33] | 40(3) 329-378 | Imperial College London |
31 | 1991 | J. K. Mitchell | "Conduction phenomena: from theory to geotechnical practice"[34] | 41(3) 299-339 | Universidade da Califórnia em Berkeley |
32 | 1992 | B. Simpson | "Retaining structures: displacement and design"[35] | 42(4) 541-576 | Arup |
33 | 1993 | K. Ishihara | "Liquefaction and flow failure during earthquakes"[36] | 43(3) 351-414 | Universidade de Tóquio |
34 | 1994 | P. R. Vaughan | "Assumption, prediction and reality in geotechnical engineering"[37] | 44(4) 573-608 | Imperial College London |
35 | 1995 | R. E. Goodman | "Block theory and its application"[38] | 45(3) 383-422 | Universidade da Califórnia em Berkeley |
36 | 1996 | S. F. Brown | "Soil mechanics in pavement engineering"[39] | 46(3) 383-425 | Universidade de Nottingham |
37 | 1997 | G. E. Blight | "Interactions between the atmosphere and the Earth"[40] | 47(4) 715-766 | Universidade do Witwatersrand |
38 | 1998 | D. W. Hight | Soil characterisation: the importance of structure and anisotropy" | Imperial College London | |
39 | 1999 | S. Leroueil | "Natural slopes and cuts: movement and failure mechanisms"[41][42] | 51(3) 197-243 | Universidade da Califórnia em Berkeley, Ste-Foy, Québec |
40 | 2000 | J. H. Atkinson | "Non-linear soil stiffness in routine design"[43][44] | 50(5) 487-507 | City, University of London |
41 | 2001 | H. Brandl | "Energy foundations and other thermo-active ground structures"[45][46] | 56(2) 81-122 | Universidade Técnica de Viena |
42 | 2002 | D. M. Potts | "Numerical analysis: a virtual dream or practical reality?"[47][48] | 53(6) 535-572 | Imperial College London |
43 | 2003 | M. F. Randolph | "Science and empiricism in pile foundation design"[49][50] | 53(10) 847-874 | University of Western Australia |
44 | 2004 | N. N. Ambraseys | "Engineering, seismology and soil mechanics" | Imperial College London | |
45 | 2005 | R. K. Rowe | "Long term performance of contaminant barrier systems"[51][52] | 55(9) 631-678 | Queen's University, Ontário, Canadá |
46 | 2006 | R. J. Mair | "Tunnelling and geotechnics - new horizons"[53][54] | 58(9) 695-736 | Universidade de Cambridge |
47 | 2007 | A. Gens | "Soil-environment interactions in geotechnical engineering"[55][56] | 60(1) 3-74 | Universidade Politécnica da Catalunha |
48 | 2008 | J. A. Charles | "The engineering behaviour of fill - the use, misuse and disuse of case histories"[57][58] | 58(7) 541-570 | Building Research Establishment |
49 | 2009 | T. D. O'Rourke | "Geohazards & Large Geographically Distributed Systems"[59][60] | 60(7) 505-543 | Universidade Cornell |
50 | 2010 | C. R. I. Clayton | "Stiffness at small strain - research and practice"[61][62] | 61(1) 5-37 | Universidade de Southampton |
51 | 2011 | S. W. Sloan | "Geotechnical Stability Analysis"[63][64] | 63(7) 531-571 | Universidade de Newcastle |
52 | 2012 | M. D. Bolton | "Performance-based design in geotechnical engineering" | Universidade de Cambridge | |
53 | 2013 | M. Jamiolkowski | "Soil Mechanics and the observational method: Challenges at the Zelazny Most copper tailings disposal facility"[65] | 64(8) 590-619 | Politecnico di Torino |
54 | 2014 | G. T. Houlsby | "Interactions in Offshore Foundation Design"[66][67][68] | 66(10) 791-825 | Universidade Politécnica da Catalunha |
55 | 2015 | S. Lacasse | "Hazard, Risk and Reliability in Geotechnical Practice"[69] | Norwegian Geotechnical Institute | |
56 | 2016 | R. Jardine | "Geotechnics and Energy"[70][71] | 70(1) 3-59 | Imperial College London |
57 | 2017 | E. Alonso | "Triggering and Motion of Landslides" | 71(1) 3-59 | Universidade Politécnica da Catalunha |
58 | 2018 | N. O'Riordan | "Dynamic soil-structure interaction"[72] | Arup | |
59 | 2019 | G. Gazetas | "Benefits of Unconventional Seismic Foundation Design"[73][74] | National Technical University of Athens | |
60 | 2020 | S. Jefferis | Environmental Geotechnics Limited[75] |
Referências
- ↑ Géotechnique Rankine-lecture papers
- ↑ Géotechnique
- ↑ Professor Stephan Jefferis announced as 60th Rankine Lecturer
- ↑ Casagrande, A. (1961). «Control of Seepage through Foundations and Abutments of Dams*». Géotechnique. 11 (3): 161–182. doi:10.1680/geot.1961.11.3.161
- ↑ Cooling, L. F. (1962). «Field Measurements in Soil Mechanics». Géotechnique. 12 (2): 77–104. doi:10.1680/geot.1962.12.2.77
- ↑ Mayer, A. (1963). «Recent Work in Rock Mechanics». Géotechnique. 13 (2): 99–120. doi:10.1680/geot.1963.13.2.99
- ↑ Skempton, A. W. (1964). «Long-term stability of clay slopes». Géotechnique. 14 (2): 77–102. doi:10.1680/geot.1964.14.2.77
- ↑ Newmark, N. M. (1965). «Effects of Earthquakes on Dams and Embankments». Géotechnique. 15 (2): 139–160. doi:10.1680/geot.1965.15.2.139
- ↑ Bishop, A. W. (1966). «The Strength of Soils as Engineering Materials». Géotechnique. 16 (2): 91–130. doi:10.1680/geot.1966.16.2.91
- ↑ Bjerrum, L. (1967). «Engineering Geology of Norwegian Normally-Consolidated Marine Clays as Related to Settlements of Buildings». Géotechnique. 17 (2): 83–118. doi:10.1680/geot.1967.17.2.83
- ↑ Glossop, R. (1968). «The Rise of Geotechnology and its Influence on Engineering Practice». Géotechnique. 18 (2): 107–150. doi:10.1680/geot.1968.18.2.107
- ↑ Peck, R. B. (1969). «Advantages and Limitations of the Observational Method in Applied Soil Mechanics». Géotechnique. 19 (2): 171–187. doi:10.1680/geot.1969.19.2.171
- ↑ Roscoe, K. H. (1970). «The Influence of Strains in Soil Mechanics». Géotechnique. 20 (2): 129–170. doi:10.1680/geot.1970.20.2.129
- ↑ Jaeger, J. C. (1971). «Friction of Rocks and Stability of Rock Slopes». Géotechnique. 21 (2): 97–134. doi:10.1680/geot.1971.21.2.97
- ↑ Rowe, P. W. (1972). «The relevance of soil fabric to site investigation practice». Géotechnique. 22 (2): 195–300. doi:10.1680/geot.1972.22.2.195
- ↑ Lambe, T. W. (1973). «Predictions in soil engineering». Géotechnique. 23 (2): 151–202. doi:10.1680/geot.1973.23.2.151
- ↑ Gibson, R. E. (1974). «The analytical method in soil mechanics». Géotechnique. 24 (2): 115–140. doi:10.1680/geot.1974.24.2.115
- ↑ Kérisel, J. (1975). «Old structures in relation to soil conditions». Géotechnique. 25 (3): 433–483. doi:10.1680/geot.1975.25.3.433
- ↑ Meigh, A. C. (1976). «The Triassic rocks, with particular reference to predicted and observed performance of some major foundations». Géotechnique. 26 (3): 393–452. doi:10.1680/geot.1976.26.3.393
- ↑ de Mello, V. F. B. (1977). «Reflections on design decisions of practical significance to embankment dams». Géotechnique. 27 (3): 281–355. doi:10.1680/geot.1977.27.3.281
- ↑ Ward, W. H. (1978). «Ground supports for tunnels in weak rocks». Géotechnique. 28 (2): 135–136. doi:10.1680/geot.1978.28.2.135
- ↑ Bolton Seed, H. (1979). «Considerations in the earthquake-resistant design of earth and rockfill dams». Géotechnique. 29 (3): 215–263. doi:10.1680/geot.1979.29.3.215
- ↑ Schofield, A. N. (1980). «Cambridge Geotechnical Centrifuge Operations». Géotechnique. 30 (3): 227–268. doi:10.1680/geot.1980.30.3.227
- ↑ Morgenstern, N. R. (1981). «Geotechnical engineering and frontier resource development». Géotechnique. 31 (3): 305–365. doi:10.1680/geot.1981.31.3.305
- ↑ Henkel, D.J. (1982). «Geology, geomorphology and geotechnics». Géotechnique. 32 (3): 175–194. doi:10.1680/geot.1982.32.3.175
- ↑ Hoek, E. (1984). «Strength of jointed rock masses». Géotechnique. 34 (3): 187–223. doi:10.1680/geot.1983.33.3.187
- ↑ Wroth, C.P. (1984). «The interpretation of in situ soil tests». Géotechnique. 34 (4): 449–489. doi:10.1680/geot.1984.34.4.449
- ↑ Janbu, N. (1985). «Soil models in offshore engineering». Géotechnique. 35 (3): 241–281. doi:10.1680/geot.1985.35.3.241
- ↑ Penman, A.D.M. (1986). «On the embankment dam». Géotechnique. 36 (3): 303–348. doi:10.1680/geot.1986.36.3.303
- ↑ Scott, R.F. (1987). «Failure». Géotechnique. 37 (4): 423–466. doi:10.1680/geot.1987.37.4.423
- ↑ Sutherland, H.B. (1988). «Uplift resistance in soils». Géotechnique. 38 (4): 493–516. doi:10.1680/geot.1988.38.4.493
- ↑ Poulos, H. G. (1989). «Pile behaviour—theory and application». Géotechnique. 39 (3): 365–415. doi:10.1680/geot.1989.39.3.365
- ↑ Burland, J. B. (1990). «On the compressibility and shear strength of natural clays». Géotechnique. 40 (3): 329–378. doi:10.1680/geot.1990.40.3.329
- ↑ Mitchell, J. K. (1991). «Conduction phenomena: from theory to geotechnical practice». Géotechnique. 41 (3): 299–340. doi:10.1680/geot.1991.41.3.299
- ↑ Simpson, B. (1992). «Retaining structures: Displacement and design». Géotechnique. 42 (4): 541–576. doi:10.1680/geot.1992.42.4.541
- ↑ Ishihara, K. (1993). «Liquefaction and flow failure during earthquakes». Géotechnique. 43 (3): 351–451. doi:10.1680/geot.1993.43.3.351
- ↑ Vaughan, P.R. (1994). «Assumption, prediction and reality in geotechnical engineering». Géotechnique. 54 (5): 573–609. doi:10.1680/geot.1994.44.4.573
- ↑ Goodman, R. E. (1995). «Block theory and its application». Géotechnique. 45 (3): 383–423. doi:10.1680/geot.1995.45.3.383
- ↑ Brown, S. F. (1996). «The Rankine Lecture». Géotechnique. 46 (3): 381–382. doi:10.1680/geot.1996.46.3.381
- ↑ Blight, G. E. (1997). «The Rankine Lecture». Géotechnique. 47 (4): 713–767. doi:10.1680/geot.1997.47.4.713
- ↑ «Introduction for the 39th Rankine Lecture». Géotechnique. 51 (3). 195 páginas. 2001. doi:10.1680/geot.2001.51.3.195
- ↑ Leroueil, S. (2001). «Natural slopes and cuts: Movement and failure mechanisms». Géotechnique. 51 (3): 197–243. doi:10.1680/geot.2001.51.3.197
- ↑ «Introduction for the 40th Rankine Lecture». Géotechnique. 50 (5): 485–486. 2000. doi:10.1680/geot.2000.50.5.485
- ↑ Atkinson, J. H. (2000). «Non-linear soil stiffness in routine design». Géotechnique. 50 (5): 487–508. doi:10.1680/geot.2000.50.5.487
- ↑ «Introduction for 41st Rankine Lecture 21 March 2001». Géotechnique. 56 (2). 79 páginas. 2006. doi:10.1680/geot.2006.56.2.79
- ↑ Brandl, H. (2006). «Energy foundations and other thermo-active ground structures». Géotechnique. 56 (2): 81–122. doi:10.1680/geot.2006.56.2.81
- ↑ «Introduction for the 42nd Rankine Lecture». Géotechnique. 53 (6): 533–534. 2003. doi:10.1680/geot.2003.53.6.533
- ↑ Potts, D. M. (2003). «Numerical analysis: A virtual dream or practical reality?». Géotechnique. 53 (6): 535–573. doi:10.1680/geot.2003.53.6.535
- ↑ «Introduction for 43rd Rankine Lecture 19 March 2003». Géotechnique. 53 (10): 845–846. 2003. doi:10.1680/geot.2003.53.10.845
- ↑ Randolph, M. F. (2003). «Science and empiricism in pile foundation design». Géotechnique. 53 (10): 847–875. doi:10.1680/geot.2003.53.10.847
- ↑ «Introduction for 45th Rankine Lecture 23 March 2005». Géotechnique. 55 (9): 629–630. 2005. doi:10.1680/geot.2005.55.9.629
- ↑ Rowe, R. K. (2005). «Long term performance of contaminant barrier systems». Géotechnique. 55 (9): 631–678. doi:10.1680/geot.2005.55.9.631
- ↑ «Introduction for the 46th Rankine Lecture». Géotechnique. 58 (9): 693–694. 2008. doi:10.1680/geot.2008.58.9.693
- ↑ Mair, R. J. (2008). «Tunnelling and geotechnics: New horizons». Géotechnique. 58 (9): 695–736. doi:10.1680/geot.2008.58.9.695
- ↑ «Introduction for 47th Rankine Lecture 21 March 2007». Géotechnique. 60 (1). 1 páginas. 2010. doi:10.1680/geot.9.B.011
- ↑ Gens, A. (2010). «Soil-environment interactions in geotechnical engineering». Géotechnique. 60 (1): 3–74. doi:10.1680/geot.9.P.109
- ↑ «Introduction for 48th Rankine Lecture 19 March 2008». Géotechnique. 58 (7). 539 páginas. 2008. doi:10.1680/geot.2008.58.7.539
- ↑ Charles, J. A. (2008). «The engineering behaviour of fill - the use, misuse and disuse of case histories». Géotechnique. 58 (7). 541 páginas. doi:10.1680/geot.2008.58.7.541
- ↑ O'Rourke, Tom (2010). «Introduction for the 49th Rankine Lecture 18th March 2009». Géotechnique. 60 (7): 503–504. doi:10.1680/geot.2010.60.7.503
- ↑ O'Rourke, T. D. (2010). «Geohazards and large, geographically distributed systems». Géotechnique. 60 (7): 505–543. doi:10.1680/geot.2010.60.7.505
- ↑ «Introduction for the 50th Rankine Lecture 17 March 2010». Géotechnique. 61 (1): 3–4. 2011. doi:10.1680/geot.2011.61.1.3
- ↑ Clayton, C. R. I. (2011). «Stiffness at small strain - research and practice». Géotechnique. 61 (1): 5–37. doi:10.1680/geot.2011.61.1.5
- ↑ «Introduction for the 51st Rankine Lecture». Géotechnique. 63 (7). 530 páginas. 2011. doi:10.1680/geot.12.RL.002
- ↑ Sloan, S. W. (2013). «Geotechnical stability analysis». Géotechnique. 63 (7): 531–571. doi:10.1680/geot.12.RL.001. hdl:1959.13/1060002
- ↑ Jamiolkowski, M. (2014). «Soil Mechanics and the observational method: Challenges at the Zelazny Most copper tailings disposal facility». Géotechnique. 64 (8): 590–618. doi:10.1680/geot.14.RL.002
- ↑ «Introduction for the 54th Rankine Lecture». Géotechnique. 66 (10): 789–790. 2016. doi:10.1680/jgeot.15.rl.002
- ↑ Houlsby, G. T. (2016). «Interactions in Offshore Foundation Design». Géotechnique. 66 (10): 791–825. doi:10.1680/jgeot.15.rl.001
- ↑ BGA 54th Rankine Lecture
- ↑ BGA 55th Rankine Lecture
- ↑ Jardine, Richard J. (2020). «Geotechnics, energy and climate change: The 56th Rankine Lecture». Géotechnique. 70: 3–59. doi:10.1680/jgeot.18.RL.001
- ↑ Hight, David W. (2020). «Introduction for the 56th Rankine Lecture». Géotechnique. 70: 1–2. doi:10.1680/jgeot.18.RL.002
- ↑ The 58th Rankine Lecture
- ↑ BGA 59th Rankine Lecture
- ↑ BGA 59th Rankine Lecture Flyer
- ↑ 60th Rankine Lecture