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Rankine Lecture

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
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

  1. ↑ Géotechnique Rankine-lecture papers
  2. ↑ Géotechnique
  3. ↑ Professor Stephan Jefferis announced as 60th Rankine Lecturer
  4. ↑ 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 
  5. ↑ Cooling, L. F. (1962). «Field Measurements in Soil Mechanics». Géotechnique. 12 (2): 77–104. doi:10.1680/geot.1962.12.2.77 
  6. ↑ Mayer, A. (1963). «Recent Work in Rock Mechanics». Géotechnique. 13 (2): 99–120. doi:10.1680/geot.1963.13.2.99 
  7. ↑ Skempton, A. W. (1964). «Long-term stability of clay slopes». Géotechnique. 14 (2): 77–102. doi:10.1680/geot.1964.14.2.77 
  8. ↑ Newmark, N. M. (1965). «Effects of Earthquakes on Dams and Embankments». Géotechnique. 15 (2): 139–160. doi:10.1680/geot.1965.15.2.139 
  9. ↑ Bishop, A. W. (1966). «The Strength of Soils as Engineering Materials». Géotechnique. 16 (2): 91–130. doi:10.1680/geot.1966.16.2.91 
  10. ↑ 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 
  11. ↑ 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 
  12. ↑ 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 
  13. ↑ Roscoe, K. H. (1970). «The Influence of Strains in Soil Mechanics». Géotechnique. 20 (2): 129–170. doi:10.1680/geot.1970.20.2.129 
  14. ↑ 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 
  15. ↑ 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 
  16. ↑ Lambe, T. W. (1973). «Predictions in soil engineering». Géotechnique. 23 (2): 151–202. doi:10.1680/geot.1973.23.2.151 
  17. ↑ Gibson, R. E. (1974). «The analytical method in soil mechanics». Géotechnique. 24 (2): 115–140. doi:10.1680/geot.1974.24.2.115 
  18. ↑ Kérisel, J. (1975). «Old structures in relation to soil conditions». Géotechnique. 25 (3): 433–483. doi:10.1680/geot.1975.25.3.433 
  19. ↑ 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 
  20. ↑ 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 
  21. ↑ Ward, W. H. (1978). «Ground supports for tunnels in weak rocks». Géotechnique. 28 (2): 135–136. doi:10.1680/geot.1978.28.2.135 
  22. ↑ 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 
  23. ↑ Schofield, A. N. (1980). «Cambridge Geotechnical Centrifuge Operations». Géotechnique. 30 (3): 227–268. doi:10.1680/geot.1980.30.3.227 
  24. ↑ Morgenstern, N. R. (1981). «Geotechnical engineering and frontier resource development». Géotechnique. 31 (3): 305–365. doi:10.1680/geot.1981.31.3.305 
  25. ↑ Henkel, D.J. (1982). «Geology, geomorphology and geotechnics». Géotechnique. 32 (3): 175–194. doi:10.1680/geot.1982.32.3.175 
  26. ↑ Hoek, E. (1984). «Strength of jointed rock masses». Géotechnique. 34 (3): 187–223. doi:10.1680/geot.1983.33.3.187 
  27. ↑ Wroth, C.P. (1984). «The interpretation of in situ soil tests». Géotechnique. 34 (4): 449–489. doi:10.1680/geot.1984.34.4.449 
  28. ↑ Janbu, N. (1985). «Soil models in offshore engineering». Géotechnique. 35 (3): 241–281. doi:10.1680/geot.1985.35.3.241 
  29. ↑ Penman, A.D.M. (1986). «On the embankment dam». Géotechnique. 36 (3): 303–348. doi:10.1680/geot.1986.36.3.303 
  30. ↑ Scott, R.F. (1987). «Failure». Géotechnique. 37 (4): 423–466. doi:10.1680/geot.1987.37.4.423 
  31. ↑ Sutherland, H.B. (1988). «Uplift resistance in soils». Géotechnique. 38 (4): 493–516. doi:10.1680/geot.1988.38.4.493 
  32. ↑ Poulos, H. G. (1989). «Pile behaviour—theory and application». Géotechnique. 39 (3): 365–415. doi:10.1680/geot.1989.39.3.365 
  33. ↑ 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 
  34. ↑ Mitchell, J. K. (1991). «Conduction phenomena: from theory to geotechnical practice». Géotechnique. 41 (3): 299–340. doi:10.1680/geot.1991.41.3.299 
  35. ↑ Simpson, B. (1992). «Retaining structures: Displacement and design». Géotechnique. 42 (4): 541–576. doi:10.1680/geot.1992.42.4.541 
  36. ↑ Ishihara, K. (1993). «Liquefaction and flow failure during earthquakes». Géotechnique. 43 (3): 351–451. doi:10.1680/geot.1993.43.3.351 
  37. ↑ Vaughan, P.R. (1994). «Assumption, prediction and reality in geotechnical engineering». Géotechnique. 54 (5): 573–609. doi:10.1680/geot.1994.44.4.573 
  38. ↑ Goodman, R. E. (1995). «Block theory and its application». Géotechnique. 45 (3): 383–423. doi:10.1680/geot.1995.45.3.383 
  39. ↑ Brown, S. F. (1996). «The Rankine Lecture». Géotechnique. 46 (3): 381–382. doi:10.1680/geot.1996.46.3.381 
  40. ↑ Blight, G. E. (1997). «The Rankine Lecture». Géotechnique. 47 (4): 713–767. doi:10.1680/geot.1997.47.4.713 
  41. ↑ «Introduction for the 39th Rankine Lecture». Géotechnique. 51 (3). 195 páginas. 2001. doi:10.1680/geot.2001.51.3.195 
  42. ↑ Leroueil, S. (2001). «Natural slopes and cuts: Movement and failure mechanisms». Géotechnique. 51 (3): 197–243. doi:10.1680/geot.2001.51.3.197 
  43. ↑ «Introduction for the 40th Rankine Lecture». Géotechnique. 50 (5): 485–486. 2000. doi:10.1680/geot.2000.50.5.485 
  44. ↑ Atkinson, J. H. (2000). «Non-linear soil stiffness in routine design». Géotechnique. 50 (5): 487–508. doi:10.1680/geot.2000.50.5.487 
  45. ↑ «Introduction for 41st Rankine Lecture 21 March 2001». Géotechnique. 56 (2). 79 páginas. 2006. doi:10.1680/geot.2006.56.2.79 
  46. ↑ Brandl, H. (2006). «Energy foundations and other thermo-active ground structures». Géotechnique. 56 (2): 81–122. doi:10.1680/geot.2006.56.2.81 
  47. ↑ «Introduction for the 42nd Rankine Lecture». Géotechnique. 53 (6): 533–534. 2003. doi:10.1680/geot.2003.53.6.533 
  48. ↑ 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 
  49. ↑ «Introduction for 43rd Rankine Lecture 19 March 2003». Géotechnique. 53 (10): 845–846. 2003. doi:10.1680/geot.2003.53.10.845 
  50. ↑ Randolph, M. F. (2003). «Science and empiricism in pile foundation design». Géotechnique. 53 (10): 847–875. doi:10.1680/geot.2003.53.10.847 
  51. ↑ «Introduction for 45th Rankine Lecture 23 March 2005». Géotechnique. 55 (9): 629–630. 2005. doi:10.1680/geot.2005.55.9.629 
  52. ↑ Rowe, R. K. (2005). «Long term performance of contaminant barrier systems». Géotechnique. 55 (9): 631–678. doi:10.1680/geot.2005.55.9.631 
  53. ↑ «Introduction for the 46th Rankine Lecture». Géotechnique. 58 (9): 693–694. 2008. doi:10.1680/geot.2008.58.9.693 
  54. ↑ Mair, R. J. (2008). «Tunnelling and geotechnics: New horizons». Géotechnique. 58 (9): 695–736. doi:10.1680/geot.2008.58.9.695 
  55. ↑ «Introduction for 47th Rankine Lecture 21 March 2007». Géotechnique. 60 (1). 1 páginas. 2010. doi:10.1680/geot.9.B.011 
  56. ↑ Gens, A. (2010). «Soil-environment interactions in geotechnical engineering». Géotechnique. 60 (1): 3–74. doi:10.1680/geot.9.P.109 
  57. ↑ «Introduction for 48th Rankine Lecture 19 March 2008». Géotechnique. 58 (7). 539 páginas. 2008. doi:10.1680/geot.2008.58.7.539 
  58. ↑ 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 
  59. ↑ 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 
  60. ↑ O'Rourke, T. D. (2010). «Geohazards and large, geographically distributed systems». Géotechnique. 60 (7): 505–543. doi:10.1680/geot.2010.60.7.505 
  61. ↑ «Introduction for the 50th Rankine Lecture 17 March 2010». Géotechnique. 61 (1): 3–4. 2011. doi:10.1680/geot.2011.61.1.3 
  62. ↑ 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 
  63. ↑ «Introduction for the 51st Rankine Lecture». Géotechnique. 63 (7). 530 páginas. 2011. doi:10.1680/geot.12.RL.002 
  64. ↑ Sloan, S. W. (2013). «Geotechnical stability analysis». Géotechnique. 63 (7): 531–571. doi:10.1680/geot.12.RL.001. hdl:1959.13/1060002  
  65. ↑ 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 
  66. ↑ «Introduction for the 54th Rankine Lecture». Géotechnique. 66 (10): 789–790. 2016. doi:10.1680/jgeot.15.rl.002 
  67. ↑ Houlsby, G. T. (2016). «Interactions in Offshore Foundation Design». Géotechnique. 66 (10): 791–825. doi:10.1680/jgeot.15.rl.001 
  68. ↑ BGA 54th Rankine Lecture
  69. ↑ BGA 55th Rankine Lecture
  70. ↑ Jardine, Richard J. (2020). «Geotechnics, energy and climate change: The 56th Rankine Lecture». Géotechnique. 70: 3–59. doi:10.1680/jgeot.18.RL.001 
  71. ↑ Hight, David W. (2020). «Introduction for the 56th Rankine Lecture». Géotechnique. 70: 1–2. doi:10.1680/jgeot.18.RL.002 
  72. ↑ The 58th Rankine Lecture
  73. ↑ BGA 59th Rankine Lecture
  74. ↑ BGA 59th Rankine Lecture Flyer
  75. ↑ 60th Rankine Lecture
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