Australian Research Council Centre of Excellence Geotechnical Science and Engineering

Professor Harry Poulos

Books

1. Poulos HG and Davis EH (1974) Elastic Solutions for Soil and Rock Mechanics. John Wiley and Sons, New York.

2. Poulos HG and Davis EH (1980) Pile Foundation Analysis and Design. John Wiley and Sons, New York.

3. Poulos HG (1988) Marine Geotechnics. Unwin Hyman, London.

Book Chapters

1. Morgan JR and Poulos HG (1968) Settlement and Stability of Deep Foundations. Ch. 9 in Soil Mechanics Selected Topics, Ed. I.K. Lee, pp. 528-609, Butterworths.

2. Poulos HG (1974) Some Recent Developments in the Theoretical Analysis of Pile Behaviour. Ch. 7 in Soil Mechanics – New Horizons, Ed. I.K. Lee, Butterworths.

3. Poulos HG (1977) Settlement of Pile Foundations. Ch. 10 in Numerical Methods in Geotechnical Engineering, Ed. C.S. Desai and J.T. Christian, McGraw-Hill, New York.

4. Poulos HG (1979) Foundation Settlement Analysis Using Elastic Theory. In The Profession of a Civil Engineer, Ed. D. Campbell-Allen and E.H. Davis, pp. 119-146, Sydney University Press.

5. Duncan JM and Poulos HG (1981) Modern Techniques for Analysis of Engineering Problems in Soft Clay. In Soft Clay Engineering, Ed. E.W. Brand and P. Brenner, Elsevier.

6. Poulos HG (1987) Piles and Piling, Ch. 52 of Ground Engineer’s Reference Book, Ed. F.G. Bell, Butterworths, London.

7. Poulos HG (1991) Foundation Settlement Analysis. De Mello Volume, Editora Edgard Blucher Ltda, Sao Paulo, Brazil, pp. 379- 387.

8. Poulos HG and Small JC (2000) Development of design charts for concrete pavements and industrial ground slabs. Chapter 2, Design Applications of Raft Foundations, Ed. J.A. Hemsley, Thomas Telford, 39-70.

9. Poulos HG (2000) Practical design procedures for piled raft foundations. Chapter 15, Design Applications of Raft Foundations, Ed. J.A. Hemsley, Thomas Telford, 425-467.

10. Poulos HG (2001) Spannungen und setzungen im bodem. Grundbau-Taschenbuch, Ed. U. Smoltzyk, Ernst und Sohn, Berlin.

11. Poulos HG (2001) Pile foundations. Ch. 10 of Geotechnical and Geoenvironmental Engineering Handbook, Ed. R.K. Rowe, Kluwer Academic Press, Boston, pp. 261-304.

12. Poulos HG (2002) Calculation of stresses and settlements. Chapter 1.6 of Geotechnical Engineering Handbook, Volume 1, Fundamentals, Ed. U. Smoltczyk, Ernst & Sohn, Berlin, pp. 259-312.

13. Small JC and Poulos HG (2003) Structural integrity issues associated with soils and rock in civil engineering industries. Ch. 1.11, Comprehensive Structural Integrity, Ed. Karihaloo et al, Elsevier, Amsterdam, pp. 217-239.

14. Liyanapathirana S and Poulos HG (2009) Seismic Analysis of Pile Foundations in Liquefying Soil. Ch. 5 of Linear and Non-linear Numerical Analysis of Foundations, Ed. John W. Bull, Taylor and Francis, Abingdon.

Journal Papers

1. Poulos HG (1967). Stresses and Displacements in an Elastic Layer Underlain by a Rough Rigid Base. Geotechnique, 17, 378- 410.

2. Davis, EH, Poulos, HG (1967). Laboratory Investigations Of The Effects Of Sampling.Civil Engineering Trans. Of Inst. Of Engrs. Aust., 9(1), 88.

2. Poulos HG (1968). Analysis of the Settlement of Pile Groups. Geotechnique, 18, 449-471.

3. Poulos HG (1968). The Behaviour of a Rigid Circular Plate Resting on a Finite Elastic Layer. Civil Eng. Trans. of Inst. of Engrs Aust, 10, 213-219.

4. Poulos HG (1968). The Influence of a Rigid Pile Cap on the Settlement Behaviour of an Axially-Loaded Pile. Civil Eng. Trans. of Inst. of Engrs Aust, 10, 206-208.

5. Davis EH, Poulos HG (1968). The Use Of Elastic Theory For Settlement Prediction Under Three-Dimensional Conditions. Geotechnique, 18, 67-91.

6. Poulos HG, Davis EH (1968). The Settlement Behaviour Of Single Axially-Loaded Incompressible Piles and Piers. Geotechnique, 18, 351-371.

7. Poulos HG (1969). The Settlement of Under-Reamed and Step-Taper Piles. Civil Eng. Trans. of Inst. Of Engrs Aust., 11, 83-87.

8. Mattes NS, Poulos HG (1969). Settlement Of A Single Compressible Pile. Jnl. Soil Mechs. and Fndns, Div. Amer. Soc. Civil Engrs, 95(SM1), 189-207.

9. Poulos HG, Mattes NS (1969). The Behaviour Of Axially-Loaded End-Bearing Piles. Geotechnique, 19, 285-300.

10. Smiles DF, Poulos HG (1969). The One-Dimensional Consolidation Of Columns Of Soil Of Finite Length. Aust. Jnl. Soil Research, 7, 285-291.

11. Poulos HG (1971). The Behaviour of Laterally-Loaded Piles: 1. Single Piles. Jnl. Soil Mechs. and Fndns, Div. Amer. Soc. Civil Engrs, 97(SM5), 711-731.

12. Poulos HG (1971). The Behaviour of Laterally-Loaded Piles: 11. Pile Groups. Jnl. Soil Mech. and Fndns,Div. Amer. Soc. Civil Engrs, 97(SM5), 733-751.

13. Poulos HG, Mattes NS (1971). Settlement and Load Distribution Analysis Of Pile Groups. Aust. Geomechanics Journal, G1(1), 18-28.

14. Poulos HG, Mattes NS (1971). Displacements In A Soil Mass Due To Pile Groups. Aust. Geomechanics Journal, G1(1), 29-35.

15. D’Appolonia DJ, Lambe TW,Poulos HG (1971). Evaluation Of Pore Pressures Beneath An Embankment. Jnl. Soil Mechs. and Fndns, Div. Amer. Soc. Civil Engrs, 97(SM6), 881-897.

16. D’Appolonia DJ, Poulos HG, Ladd CC (1971). Initial Settlement Of Structures On Clay. Jnl. Soil Mech. and Fndns, Div. Amer. Soc. Civil Engrs, 97( SM10).

17. Poulos HG (1972). The Behaviour of Laterally-Loaded Piles: 111. Socketed Piles. Jnl. Soil Mech. and Fndns,Div. Amer. Soc. Civil Engrs, 98(SM4), 341-360.

18. Poulos HG (1972). Load-Settlement Prediction for Piles and Piers. Jnl. Soil Mech. and Fndns, Div. Amer. Soc. Civil Engrs, 98(SM9), 879-897.

19. Poulos HG (1972). Difficulties in Prediction of Horizontal Deformations of Foundations. Jnl. Soil Mech. and Fndns, Div. Amer. Soc. Civil Engrs, 98(SM8), 843-848.

20. Poulos HG (1972). Observed and Predicted Behaviour of Two Embankments on Clay. Geotechnical Eng, 3(1), 1-20.

21. Poulos HG, Booker JR, Ring GJ (1972). Simplified Calculation Of Embankment Deformations. Soils and Foundations, 12(4), 1-17.

22. Poulos HG, Davis EH (1972). Laboratory Determination On In-Situ Horizontal Stress In Soil Masses. Geotechnique, 22(1), 177-182.

23. Davis EH, Poulos HG (1972). Rate Of Settlement Under Three Dimensional Conditions. Geotechnique, 22(1), 95-114.

24. Poulos HG, Davis EH (1972). The Development Of Negative Friction With Time In End-Bearing Piles. Australian Geomechanics Journal, G2(1), 11-20.

25. Davis EH, Poulos HG (1972). The Analysis Of Pile-Raft Systems.Australian Geomechanics Jnl, G2(1), 21-27.

26. Poulos HG (1973). Analysis of Piles in Soil Undergoing Lateral Movement. Jnl. Soil Mechs. and Fndns,Divn. Amer. Soc. Civil Engrs, 99(SM5), 391-406.

27. Poulos HG (1973). Load-Deflection Prediction for Laterally-Loaded Piles. Aust. Geomechs. Jnl., G3(1), 1-8.

28. Poulos HG (1974). Analysis of Pile Groups Subjected to Vertical and Horizontal Loads. Aust. Geomechanics Jnl, G4(1), 26-32.

29. Poulos HG, Mattes NS (1974). Settlement Of Pile Groups Bearing On Stiffer Strata. Jnl. Geot. Eng, Div. ASCE, 100(GT2), 185-190.

30. Booker JR, Poulos HG (1974). Analysis Of Embankment Deformations Due To Water Loading. Geotechnical Engineering, 5(1), 73-87.

31. Poulos HG (1975). Lateral Load-Deflection Prediction for Pile Groups. Jnl. Geot. Eng, Div. ASCE, 101(GT1), 19-34.

32. Poulos HG (1975). Torsional Response of Piles. Jnl. Geot, Divn., ASCE, 101(GT10), 1019-1035.

33. Poulos HG, Davis EH (1975). Prediction Of Downdrag Forces In End-Bearing Piles. Jnl. Geot, Div. ASCE, 101(GT2), 189.

34. Balaam NP, Poulos HG, Booker JR (1975). Finite Element Analysis Of The Effects Of Installation On Pile-Load Settlement. Geotechnical Eng, 6(1), 33-48.

35. Davis EH, Poulos HG (1975). Predicted and Measured Behaviour Of An Embankment On Boston Blue Clay. Aust. Geomechs. Jnl,. G5(1), 1-9.

36. De Ambrosis LP, Poulos HG (1975). Use Of A Phenomenological Model To Analyse Soil Creep. Geotechnical Engineering, 6(2), 95-118.

37. Poulos HG (1976). Behaviour of Laterally Loaded Piles near a Cut or Slope. Aust. Geomechs. Jnl, G6(1), 1-12.

38. Poulos HG, De Ambrosis LP, Davis EH (1976). Method Of Calculating Long-Term Creep Settlement. Jnl. Geot. Divn,ASCE, 102(GT7), 787-804.

39. Booker JR, Poulos HG (1976). Analysis Of Creep Settlement Of Foundations. Jnl. Geot. Eng. Divn.,, ASCE, 102(GT1), 1-14.

40. Poulos HG (1977). Pile Groups and Pile Settlement. The Design of Piled Foundation. Extension Course. Aust. Geomechs. Soc. Vic. Group, Instn. Engrs. Aust, 37-49.

41. Poulos HG (1977). Estimation of Pile Group Settlement. Ground Engg., March, 40-50.

42. Poulos HG (1978). Normalised Deformation Parameters for Kaolin. ASTM, Geot. Testing Journal, 1(2), 102-106.

43. Poulos HG (1979) Settlement of Single Piles in Non-homogeneous Soil. Jnl. Geot. Eng, Divn., ASCE, 105(GT5), 627-641.

44. Poulos HG (1979). Group Factors for Pile Deflection Estimation. Jnl. Geot. Eng,. Divn., ASCE, 105(GT12).

45. Poulos HG (1981). Cyclic Axial Response of Single Pile. Jnl. Geot. Eng, Divn., ASCE, 107(GT1), 41-58.

46. Poulos HG (1981). Some Aspects of Skin Friction of Piles in Clay Under Cyclic Loading. Geotechnical Engineering, 12(1).

47. Poulos HG (1982). Single Pile Response to Cyclic Lateral Load. Jnl. Geot, Div. ASCE, 108(GT3), 355-375.

48. Poulos HG, Uesugi M, Young GS (1982). Strength and Deformation Properties Of Bass Strait Carbonate Sands. Geot. Eng, 13(2), 189-211.

49. Poulos HG (1983). Pile Foundations Subjected to Vertical Loading. Geot. Aspects of Coastal and Offshore Structures, Ed. Yudhbir and A.S. Balasubramaniam, A.A. Balkema, Rotterdam, 61-78.

50. Poulos HG (1983). Pile Foundations Subjected to Lateral Loading. Geot. Aspects of Coastal and Offshore Structures, Ed. Yudhbir and A.S. Balasubramaniam, A.A. Balkema, Rotterdam, 79-93.

51. Poulos HG (1983). Prediction of Performance of AIT Test Embankment. Geotech, 14(2), 147-163.

52. Poulos HG, MF Randolph (1983). A Study Of Two Methods For Pile Group Analysis. Jnl. Geot. Eng, Divn., ASCE, 109(GT3).

53. Poulos HG (1984). Cyclic Degradation of Pile Performance in Calcareous Soils. Analysis and Design of Pile Foundations, ASCE, 99-118.

54. Redman PG, Poulos HG (1984). Study Of Two Field Cases Involving Undrained Creep. Geot. Eng. Jnl. ASCE, 110(9), 1307-1321.

55. Poulos HG, Chua EW, Hull TS (1984). Settlement Of Model Footings On Calcareous Sand. Geot. Eng.15(1), 21-35.

56. Poulos HG (1985). Ultimate Lateral Pile Capacity in Two-Layer Soil. Geotech Eng,16(1), 25-37.

57. Swane IC, Poulos HG (1985). Shakedown Analysis Of A Laterally Loaded Pile Tested In Stiff Clay. Civ. Eng. Trans. I.E. Aust, CE27(3), 275-280.

58. Selby AR, Poulos HG (1985). Lateral Load Tests On Model Pile Groups. Civ. Eng. Trans. I.E. Aust, CE27(3), 281-285.

59. Brown BS, Poulos HG (1985). Analysis Of Full-Scale Experimental Reinforced Embankments. Civ. Eng. Trans. I.E. Aust, CE27(3), 269-274.

60. Poulos HG (1986). Engineering Properties of Bass Strait Sediments. Recent Sediments in Eastern Australia-Marine Through Terrestrial, Ed. E. Frankel, J.B. Keene and A.E. Waltho. Pub. Geol. Soc. Aus, NSW Dirn. 2, 77-85.

61. Poulos HG, Hewitt CM (1986). Behaviour Of Pile Groups Containing Piles Of Unequal Length. Geotech. Eng, 17(1), 109-114.

62. Pressley JS, Poulos HG (1986). Finite Element Analysis Of Mechanisms Of Pile Group Behaviour. Inst. Jnl. For Num. and Anal. Methods In Geomechanics, 10, 213-221.

63. Poulos HG, Chan KF (1986). Laboratory Study Of Pile Friction In Calcareous Sand. Geotech. Eng, 17(2).

64. Yuan M, Poulos HG (1986). Effect Of Loading Rate On Pile Skin Friction In Sands. Australian Geomechanics News, 11, 19-23.

65. Poulos HG (1987). Analysis of Residual Stress Effects in Piles. Jnl. Geot. Eng, ASCE, 113(3), 216-229.

66. Poulos HG (1988). Modified Calculation of Pile-Group Interaction. Jnl. Geot. Eng, ASCE, 114(6), 697-706.

67. Poulos HG (1988). Cyclic Stability Diagram for Axially Loaded Piles. Jnl. Geot. Eng, ASCE, 114(8), 877-895.

68. Poulos HG (1988). Evaluation of Grouted Pile Friction from Grouted Section Tests, Eng. for Calc. Sediments, A.A. Balkema, Rotterdam, 2, 627-637.

69. Allman MA, Poulos HG (1988). Stress-Strain Behaviour Of An Artificially Cemented Calcareous Soil. Eng. For Calc. Sediments, A.A. Balkema, Rotterdam, 1, 51-60.

70. Hull TS, Poulos HG, Alehossein H (1988). The Static Behaviour Of Various Calcareous Sediments. Eng. For Calc. Sediments, A.A. Balkema, Rotterdam, 1, 87-96.

71. Kaggwa WS, Poulos HG, Carter JP (1988). Response Of Carbonate Sediments Under Cyclic Triaxial Conditions. Eng. For Calc. Sediments, A.A. Balkema, Rotterdam, 1, 97-108.

72. Poulos HG, Chan KF (1988). Tests On Model Instrumented Piles In Calcareous Soil. Eng. For Calc. Sediments,A.A. Balkema, Rotterdam, 1, 245-254.

73. Poulos HG, Lee CY (1988). Model Tests On Grouted Piles In Calcareous Sediment. Eng. For Calc. Sediments, A.A. Balkema, Rotterdam, 1, 255-260.

74. Lee CY, Poulos HG (1988). Influence Of Excess Pore Pressures On Axial Offshore Pile Response. Geot. Eng, 19(1), 73-93.

75. Roper H, Poulos HG (1988). Glass-Mat Reinforced Epoxy Backings For Building Stone Strengthening. Eng. Geol. Of Ancient Works, Monuments And Historical Sites,A.A. Balkema, Rotterdam, 2, 907-909.

76. Lee CY, Poulos HG (1988). Jacked Model Pile Shafts In Offshore Calcareous Soils. Marine Geotechnology, 7(4), 247-274.

77. Poulos HG, Randolph MF, Semple RM (1988). Evaluation Of Pile Friction From Conductor Tests. Eng. For Calc. Sediments, A.A. Balkema, Rotterdam, 3, 599-605.

78. Randolph MF, Poulos HG, Jewell RJ (1988). Evaluation Of Pile Lateral Performance. Eng. For Calc. Sediments,A.A. Balkema, Rotterdam, 2, 639-745.

79. Lee CY, Poulos HG (1988). Effective Stress Dependence Of Pile Shaft Capacity In Calcareous Sand. Jnl. Geot. Eng,ASCE, 114(10), 1189-1193.

80. Poulos HG (1989). Prediction of Axial Behaviour of Piles. Predicted and Observed Axial Behaviour of Piles,, Ed. R. J. Finno, ASCE Geot. Spec. 23, 83-95.

81. Poulos HG (1989). Cyclic Axial Loading Analysis of Piles in Sand. Jnl. Geot. Eng,. ASCE, 115(6), 836-852.

82. Booker JR, Carter JP, Small JC, Brown PT, Poulos HG (1989). Some Recent Applications Of Numerical Methods To Geotechnical Analysis. Computers And Structures, 31(1), 81-92.

83. Lee CY, Allman MA, Poulos HG (1989). Static Behaviour Of Piles In Cemented Calcareous Sands. Foundation Engineering: Current Principles And Practices, 1, 485-499.

84. Poulos HG, Hull TS (1989). The Role Of Analytical Geomechanics In Foundation Engineering. Foundation Engineering: Current Principles And Practices, 2, 1578-1606.

85. Kuwabara F and Poulos HG (1989) Downdrag Forces In Group Of Piles. Jnl. Geot. Eng,, ASCE, 115(6), 806-818.

86. Wong KC, Poulos HG, Thorne CP (1989). Site Classification By Expert Systems. Computers And Geotechnics, 8, 133-156.

87. Lee CY, Poulos HG (1990). Axial Response Analysis Of Piles In Vertically And Horizontally Non-Homogeneous Soils. Computers And Geotechnics, 9(3), 133-148.

88. Lee CY, Poulos HG (1990). Behaviour Of Offshore Piles Subjected To Storm Loading. Geot. Eng, 21, 193-210.

89. Rahman MS, Poulos HG, Hwang C-W (1990). On Sea Floor Instability: Mechanics And Analysis. Reviews In Aquatic Sciences, 3(1), 81-93.

90. Poulos HG, Sim KB (1990). Engineered Piles To Improved Cyclic Load Capacity. Marine Geotechnology, 9, 131-140.

91. Chin JT, Chow YK, Poulos HG (1990). Numerical Analysis Of Axially Loaded Vertical Piles And Pile Groups. Computers And Geotechnics, 9(4), 273-290.

92. Poulos HG (1991). Analysis of Piled Strip Foundations. Computer Methods and Advances in Geomechanics, 1, 183-191.

93. Poulos HG (1991). Pile Group Design by Conventional and Limit State Approaches. Aust. Geomechs, 20, 54-70.

94. Poulos HG (1991). Relationship Between Local Soil Conditions and Structural Damage in the 1989 Newcastle Earthquake. Aust. Civil Eng. Trans., I. E. Aust, CE33(3), 181-199.

95. Lee CY, Poulos HG, Hull TS (1991). Effect Of Seafloor Instability On Offshore Pile Foundations. Can. Geot. Jnl, 28(5), 729-737.

96. Chin JT, Poulos HG (1991). Axially Loaded Vertical Piles And Pile Groups In Layered Soil. Int. Jnl. Num. Anal. Methods In Geomechs, 15, 497-511.

97. Wong KC, Poulos HG, Thorne CP (1991). Development Of Expert Systems For Pile Foundation Design. Aust. Civ. Eng. Trans., I. E. Aust, CE33(2), 119-127.

98. Lee CY, Poulos HG (1991). Tests On Model Instrumented Grouted Piles In Offshore Calcareous Soil. Jnl. Geotech. Eng,ASCE, 117(11), 1738-1753.

99. Poulos HG, Lee CY, Small JC (1991). Predicted And Observed Behaviour Of A Test Embankment On Malaysian Soft Clay. Aust. Geomechs, 20, 7-23.

100. Chin JT, Poulos HG (1991). A “T-Z” Approach For Cyclic Axial Loading Analysis Of Single Piles. Computers And Geotechnics, 12, 289-320.

101. Challa PK, Poulos HG (1991). Behaviour Of Single Pile In Expansive Soil. Geotech. Eng, 22(2), 189-216.

102. Nielsen AF, Lord DB, Poulos HG (1992). Dune Stability Considerations For Building Foundations. Aust. Civ. Eng. Trans. Instn. Engrs. Aust, CE34(2), 167-174.

103. Al-Douri RH, Poulos HG (1992). Static And Cyclic Direct Shear Tests On Carbonate Sands. Geot. Testing Jnl, 15(2), 138-157.

104. Lee CY, Poulos HG (1992). Static And Cyclic Load Tests On Model Grouted Piles. Geotech. Eng, 23(1), 5-27.

105. Chin JT, Poulos HG (1992). Cyclic Axial Pile Loading Analyses: A Comparative Study. Computers And Geotechnics, 13(3), 137-158.

106. Airey DW, Al-Douri RH, Poulos HG (1992). Estimation Of Pile Friction Degradation From Shearbox Tests. Geot. Testing Jnl, 15(4), 388-392.

107. Poulos HG (1993). An Approach to Seismic Microzonation for Environmental Planning and Management. Envir. Management, Geo-Water and Eng, Aspects, Ed. Chowdhury and Sivakumar, Balkema, Rotterdam, 49-62.

108. Poulos HG (1993). Piled Rafts in Swelling or Consolidating Soils. Jnl. Geot. Eng, ASCE, 119(2), 374-380.

109. Poulos HG (1993). Thoughts on the Future of Geomechanics Research in Australia. Aust. Geomechs, 23, 9-10.

110. Poulos HG (1993). Effect of Earthquakes on Settlement and Axial Pile Response in Clays. Aust. Civ. Eng. Trans. I.E. Aust,CE35(1), 43-48

111. Poulos HG (1993). Settlement of Bored Pile Groups. Deep Foundations on Bored and Auger Piles,, Ed. Van Impe, Balkema, Rotterdam, 103-117.

112. Poulos HG (1993). An Approximate Numerical Analysis of Pile-Raft Interaction. Int. Jnl. Num. Anal. Methods in Geomechs,18, 73-92.

113. Poulos HG (1993). Design of Underpinning Piles to Reduce Settlement. Vert. and Horzl. Deformns. of Foundns. and Embankments, Geotech, 40(2), 1000-1010.

114. Poulos HG (1993). Settlement Prediction for Driven Piles and Pile Groups. Vert. and Horizl. Deformns. of Foundns, and Embankments, Geotech, 40(2), 1629-1649.

115. Poulos HG (1993). Class A Prediction of Shallow Footings Settlements. Pred. and Msd. Behaviour of Five Spread Footings on Sand. Geotech, 41, 133-136.

116. Poulos HG (1993). Effect of Pile Driving on Adjacent Piles in Clay. Can. Geot. Jnl, 31(6), 856-867.

117. Poulos HG, Johnston IW, Mostyn GR (1993). Priority Areas In Australian Geomechanics Research. Aust. Geomechs, 23, 14-17.

118. Harrison HB, Poulos HG (1993). Jack William Roderick 1913-1990. Historical Records Of Aust. Science, Aust. Acad. Of Science, 9(3), 270-277.

119. Lee CY,Poulos HG (1993). Cyclic Analysis Of Axially Loaded Piles In Calcareous Soils. Can. Geotech. Jnl, 30(1), 82-95.

120. Chen L, Poulos HG (1993). Analysis Of Pile-Soil Interaction Under Lateral Loading Using Infinite And Finite Elements. Computers And Geotechnics, 15(4), 189-220.

121. Al-Douri RH, Hull TS, Poulos HG (1993). Influence Of Test Chamber Boundary Conditions On Sand Bed Response. Geot. Testing Jnl, 16(4), 550-562.

122. Poulos HG (1994). An Approximate Numerical Analysis of Pile-Raft Interaction. Int. Jnl. Num. Anal. Methods in Geomechs, 18, 73-92.

123. Poulos HG (1994). Design of Underpinning Piles to Reduce Settlements. Vert. and Horizl. Deformns. of Foundns. and Embankments.Geotech, 40(2), 1000-1010.

124. Poulos HG (1994). Settlement Prediction for Driven Piles and Pile Groups. Vert. and Horizl. Deformns. of Foundns. and Embankments. Geotech, 40(2), 1629-1649.

125. Poulos HG (1994). Class A Prediction of Shallow Footing Settlements. Pred. and Obs. Behaviour of Fire Spread Footings on Sand. Geotech, 44, 133-136.

126. Poulos HG (1994). Effect of Pile Driving on Adjacent Piles in Clay. Can. Geot. Jnl, 31(6), 856-867.

127. Al-Douri RH, Poulos HG (1994). Cyclic Behaviour Of Pile Groups In Calcareous Sediments. Soils And Foundations, 34(2), 49-59.

128. Makarchian M, Poulos HG (1994). Numerical Study Of Underpinning By Piles For Settlement Control Of Strip Foundations. Vert. And Horizl. Deformns. Of Foundns. And Embankments. Geotech, 40(1), 303-313.

129. Makarchian M, Poulos HG (1994). A Comparison Of Underpinning By Piles And Foundation Enlargement. Computer Methods And Advances In Geomechs, Siriwardane & Zaman (Eds), Balkema, Rotterdam, 2355-2360.

130. Chen L, Poulos HG (1994). A Method Of Pile-Soil Interaction Analysis For Piles Subjected To Lateral Soil Movement. Computer Methods And Advances In Geomechs,, Siriwardane & Zaman (Eds), Balkema, Rotterdam, 2311-2316.

131. Pell RJN, Best RJ, Poulos HG (1994) Design Of Roof Support Of The Sydney Opera House Underground Parking Station. Tunnelling & Underground Space Technology, 9(2), 201-207.

132. Al-Douri RH, Poulos HG (1994). Behaviour Of Pile Groups In Calcareous Sand. Geotech, 25(2), 3-19.

133. Poulos HG (1995). Design of Reinforcing Piles to Increase Slope Stability. Canadian Geot. Jnl, 32(5), 808-818.

134. Al-Douri RH, Poulos HG (1995). Predicted And Observed Cyclic Performance Of Piles In Calcareous Sand. Jnl. Geot. Eng, 121(1), 1-16.

135. Lee CY, Hull TS, Poulos, HG (1995). Simplified Pile-Slope Stability Analysis. Computers And Geotechnics, 17(1), 1-16.

136. Al-Douri RH, Poulos HG (1995). Predicted and Observed Cyclic Performance Of Piles In Calcareous Sand. Jnl. Geot. Eng, 121(1), 1-16.

137. Tabucanon JT, Airey DW, Poulos HG (1995). Pile Skin Friction In Sands From Constant Normal Stiffness Tests. Geot. Testing Jnl,18(3), 350-364.

138. Poulos HG, Chen LT, Hull TS (1995). Model Tests On Single Piles Subjected To Lateral Soil Movement. Soils and Foundations, 35(4), 85-92.

139. Chin JT, Poulos HG (1996). Tests On Model Jacked Piles In Calcareous Sand. Geot. Testing Jnl, 19(2), 164-180.

140. Makarchian M, Poulos HG (1996). Simplified Method For Design Of Underpinning Piles. Jnl. Geot. Eng, 122(9), 745-751.

141. Poulos HG, Chen LT (1996). Pile Response Due To Unsupported Excavation-Induced Lateral Soil Movement. Can. Geotech. Jnl,33, 670-677.

142. Poulos HG (1997). Piles Subjected to Negative Friction: A Procedure for Design. Geot. Eng,28(1), 23-44.

143. Poulos HG, Chen LT (1997). Pile Response Due To Excavation – Induced Lateral Soil Movement. Jnl. Geot. & Geoenvir. Eng,123(2), 94-99.

144. Chen LT, Poulos HG, Hull TS (1997). Model Tests On Pile Groups Subjected To Lateral Soil Movement. Soils and Foundns,37(1), 1-12.

145. Chen LT, Poulos HG (1997). Piles Subjected To Lateral Soil Movements. Jnl. Geot. and Geoenvir. Eng,123, 802-811.

146. Loganthan N, Poulos HG (1998). Analytical Prediction For Tunnelling – Induced Ground Movements In Clays. Jnl. Geot. & Geoenvir. Eng, 124(9), 846-856.

147. Poulos HG (1999). Some Aspects of the Design of Piled Raft Foundations. Anal. Design and Constrn. and testing of Deep Founds88, 96-114.

148. Poulos HG (1999). The Effects of Ground Movements on Pile Foundations. Darmstadt geotechnics,, @; (4): 237-254.

149. Poulos HG (1999). Approximate Computer Analysis of Pile Groups Subjected to Loads and Ground Movements. Int. Jnl. Num. Anal. Methods in Geomechs, 23, 1021-1041.

150. Poulos HG (1999). The Design of Piles With Particular Reference to the Australian Piling Code. Aust. Geomechanics, 34(4), 25-39.

151. Poulos HG, Bandyopadhyay S (1999). Effect of Static Interaction on Vertical Vibration of Pile. Jnl. Geotech. and Geoenvir. Eng, 125(2), 155-157.

152. Chen LT, Poulos HG, Loganathan N (1999). Pile Responses Caused by Tunnelling. Jnl. Geotech. and Geoenvir. Eng. 125(3), 207-215.

153. Mayne PW, Poulos HG (1999). Approximate Displacement Influence Factors for Elastic Shallow Foundations. Jnl. Geot. and Geoenvir. Eng,125(6), 453-460.

154. Tabesh A, Poulos HG (1999). The Effect of Soil Yielding on Internal Pile response. Earthquake Geot. Eng,1, 327-333.

155. Gupta V, Poulos HG, Reid SG (1999). Engineering Geology of Delhi: an Overview. Indian Geot. Jnl, 29(3), 262-274.

156. Poulos HG (2000). Some Aspects of Pile Skin Friction in Calcareous Sediments. Engineering for Calcareous Sediments, 2, 457-471.

157. Poulos HG (2000). Pile-Raft Interaction – Alternative Methods of Analysis. Devels. in Theoretical Geomechs,445-463.

158. Loganathan N, Poulos HG, Stewart DP (2000). Centrifuge Model Testing of Tunnelling-Induced Ground and Pile Deformations. Geotechnique, 50(3), 283-294.

159. Xu KJ, Poulos HG (2000). General Elastic Analysis of Piles and Pile Groups. Int. Jnl. Num. Anal. Methods in Geomechs, 24, 1109-1138.

160. Xu KJ, Poulos HG (2000). Measured and Predicted Axial Response of Piles with Diameter Discontinuities. Geot. Eng, 31(3), 171-191.

161. Sales MM, Cunha RP, Farias MM, Small JC, Poulos HG (2000). Comparisons of Some Programs Analysing Classical Piled Raft Problems. Geotech. Year 2000, Devels. in Geotech. Eng,1, 317-326.

162. Cunha R P, Small JC, Poulos HG (2000). Class C Analysis for a Piled Raft Case History in Gothenburg, Sweden. Geotech. Year 2000, Devels. in Geotech. Eng, 1, 271-280.

163. Poulos HG (2001). Piled Raft Foundations – Design and Applications. Geotechnique, 51(2), 95-113.

164. Wong SC, Poulos HG (2001). Analysis of Piled Pavement System. Comp. Methods and Advances in Geomechs, 3, 1395-1400.

165. Tabesh A, Poulos HG (2001). The Effects of Soil Yielding on Seismic Response of Single Piles. Soils and Foundations, 41(3), 1-16.

166. Xu K, Poulos HG (2001). 3-D Elastic Analysis of Vertical Piles Subjected to Passive Loadings. Computers and Geotechnics,28, 349-375.

167. Cunha R, Poulos HG, Small JC (2001). Investigation of Design Alternatives for a Piled Raft Case History. Jnl. Geot. Geoenv. Eng, 127(8), 635-641.

168. Tabesh A, Poulos HG (2001). Pseudostatic Approach for Seismic Analysis of Single Piles. Jnl. Geot. Geoenv. Eng, 127(9), 757-785.

169. Xu KJ, Poulos HG (2001). Interaction Analysis of Intact and Defective Piles. Computer Methods and Advances in Geomechs. 2, 1507-1510.

170. Nguyen VD, Small JC, Poulos HG (2001). The Effects of Groundwater Pumping on Piled Foundations. Computational Mechanics: New Frontiers for the New Millennium, 433-438.

171. Loganathan N, Poulos HG, Xu KJ (2001). Ground and Pile-Group Responses due to Tunnelling. Soils and Foundations,41(1), 57-67.

172. Poulos HG (2002). Simplified Design Procedure for Piled Raft Foundations. ASCE Spec. Geot 116(1), 441-458.

173. Liyanapathirana S, Poulos HG (2002). Numerical Simulation od Soil Liquefaction due to Earthquake Loading. Soil Dynamics and Earthquake Engineering,22, 511-523.

174. Liyanapathirana S, Poulos HG (2002). A Numerical Model for Dynamic Soil Liquefaction Analysis. Soil Dynamics and Earthquake Engineering, 22, 1007-1015.

175. Carter JP, Poulos HG, Tanner RI (2002). John Robert Booker 1942-1998. Historical Records of Aust. Science,14(2), 143-168.

176. Poulos HG (2003). Slope Stabilization with Piles. Jubilee Volume, Vienna Technical University, 2nd Ed., 23-40.

177. Jaksa MB, Kaggwa WS, Fenton GA, Poulos HG (2003). A Framework for Quantifying the Reliability of Geotechnical Investigations. Applicn. Of Statistics and Probability in Civil Eng, 1285-1291.

168. Poulos HG (2004). Clay Seams Below a Pile Tip – How Much do they Affect Pile Performance?. Geotechnical & Geophysical Site Characterization, 2, 1543-1549.

169. Liyanapathirana DS, Poulos HG (2004). Assessment of Soil Liquefaction Incorporating Earthquake Characteristics. Soil Dynamics and Earthquake Eng, 24, 867-875.

170. Poulos HG (2005). Piled Raft and Compensated Piled Raft Foundations for Soft Soil Sites. Advances in Designing and Testing Deep Foundations,ASCE Geot. Spec129, 214-234.

171. Poulos HG (2005). The Influence of Construction Side Effects on Existing Pile Foundations. Geotechnical Eng, 36(1), 51-67.

172. Jaksa MB, Goldsworthy JS, Fenton G A, Kaggwa WS, Griffiths DV, Kuo YL, Poulos HG (2005). Towards Reliable and Effective Site Investigations. Géotechnique, 55(2), 109–121.

173. Sales MM, Cunha RP, Poulos HG, Small JC (2005). Simplified Approach for Load-Settlement Curve Estimation of Piled Rafts. Soils and Rocks, Latin-American Geotech., 28(1), 73-83.

174. Nguyen VD, Small JC, Poulos HG (2005). Effect of Soil Movements due to Excavation on Piled Foundations. Geotech. Eng,36(2), 145-151.

175. Liyanapathirana S, Poulos HG (2005). Seismic Lateral Response of Piles in Liquefying Soil. Jnl. Geot. & Geoenv. Eng,131(12), 1466-1479.

176. Liyanapathirana S, Poulos HG (2005). Pseudostatic Approach for Seismic Analysis of Piles in Liquefying Soil. Jnl. Geot. & Geoenv. Eng,131(12), 1480-1487.

177. Surjadinata J, Carter JP, Hull TS, Poulos HG (2005). Analysis of Effects of Tunnelling on Single Piles. Geot. Aspects of Underground Construction in Soft Ground 665-671.

178. Poulos HG (2006). Pile Settlement Above and Around Tunnelling Operations. Aust. Geomechanics, 41(1), 79-88.

179. Poulos HG (2006). Use of Stiffness Inserts in Pile Groups and Piled Rafts. Geotechnical Engineering, 159(GE3), 153-160.

180. Surjadinata J, Hull TS, Carter JP, Poulos HG (2005). Combined Finite- and Boundary-Element Analysis of the Effects of Tunnelling on Single Piles. Int. Jnl. Geomechanics 6(5), 374-377.

181. Wong SC, Poulos HG (2006). Approximate Pile-to-Pile Interaction Factors Between Two Dissimilar Piles. Computers and Geotechnics,32, 613-618.

182. Poulos HG (2007). Design charts for piles supporting embankments on soft clay. Jnl. Geot. & Geoenv. Eng,133(5), 493-501.

183. Poulos HG (2007). Ground movements – a hidden source of loading on deep foundations. DFI Journal,1(1), 37-53.

184. Goldsworthy JS, Jaksa MB, Fenton GA, Griffiths DV, Kaggwa WS, Poulos HG (2007). Measuring the Risk of Geotechnical Site Investigations. GeoDenver, Geot,, Spec. Publication GSP 158, ASCE, CD Volume.

185. Loganathan LN, Poulos HG (2007). Estimation of tunnelling-induced movements in soft ground – Part 1: Methodology. Aust. Geomechanics,42(4), 35-42.

186. Loganathan LN, Poulos HG (2007). Estimation of tunnelling-induced movements in soft ground – Part 2: Applications. Aust. Geomechanics, 42(4), 43-50.

187. Poulos HG (2008). Simulation of the performance and remediation of imperfect pile groups. Deep Foundations on Bored and Auger Piles, BAP V, van Impe and van Impe (Eds.), Taylor and Francis, London, 143-154.

188. Ng CWW, Poulos HG, Chan VSH, Lam SSY, Chan GCY (2008). Effects of tip location and shielding on piles in consolidating ground. Jnl. Geot. & Geoenv. Eng,134(9), 1245-1260.

189. Liyanapathirana S, Poulos HG (2008). Numerical simulation of geosynthetic reinforced pile supported embankment on soft ground. Futures in Mechanics of Structures and Materials, Ed. Aravinthan, Karunasena and Wong, CRC Press, Boca Raton, 283-288.

190. Poulos HG (2009). A systematic approach to forensic foundation engineering. Civil Engineering, 162 (Special Issue 1), 38-43.

191. Cubrinovski M, Ishihara K, Poulos HG (2009). Pseudo-static analysis of piles subjected to lateral spreading. Bull. New Zealand Soc. For Earthquake Eng, 42(1), 28-38.

192. Poulos HG (2010). High-Rise Building Foundations – a Limit State Design Approach. The Art of Foundation Engineering Practice, ASCE, Geot,198, 501-516.

193. Poulos HG (2010). Significance of Interaction and Non-Linearity in Piled Raft Foundation Design. Soil-Foundation-Structure Interaction, 187-192.

194. Poulos HG (2010). The Design of Foundations for High-Rise Buildings. Civil Engineering163(2), 27-32.

195. Elahi H, Moredi M, Poulos HG, Ghalanarzadeh A (2010). Pseudostatic Approach for Seismic Analysis of Pile Groups. Computers and Geotechnics, 37, 25-39.

196. Sales MM, Small JC, Poulos HG (2010). Compensated Piled Rafts in Clayey Soils: Behaviour, Measurements and Predictions. Can. Geot. Jnl, 47(3), 327-345.

197. Liyanapathirana S, Poulos HG (2010). Analysis of Pile Behaviour in Liquefying Sloping Ground. Computers and Geotechnics,37, 115-124.

198. Poulos HG, Small JC, Chow H (2011). Piled Raft Foundations for Tall Buildings. Geot. Eng, 42(2), 78-84.

199. Abdelrazaq A, Badelow F, Sung H-K, Poulos HG (2011). Foundation Design of the 151 Story Incheon Tower in a Reclamation Area. Geot. Eng., Jnl. Of the SEAGS & AGSSEA, 42(2), 85-93.