پیشرفت‌ها در ژئوتکنیک حمل و نقل: مجموعه مقالات کنفرانس بین‌المللی برگزار شده در ناتینگهام، بریتانیا، ۲۵-۲۷ آگوست ۲۰۰۸ ۲۰۰۸
Advances in Transportation Geotechnics: Proceedings of the International Conference held in Nottingham, UK, 25-27 August 2008 2008

1. Cover Page

2. Halftitle Page

3. Title Page

4. Copyright Page

5. Table of Contents

6. Preface

7. Innovations in design and construction of granular pavements and railways

8. Unified constitutive modeling for pavement materials with emphasis on creep, rate and interface behavior

9. Applications of reinforced soil for transport infrastructure

10. Recent research on railway track sub-base behaviour

11. The effect of soil viscosity on the behaviour of reinforced embankments

12. Characterizing the resilient behaviour of treated municipal solid waste bottom ash blends for use in foundations

13. Rut depth prediction of granular pavements using the repeated load triaxial apparatus and application in New Zealand specifications for granular materials

14. Assessment of sustainable highway geotechnics

15. Using pavement trials: Evaluating rutting in forest roads in southern Scotland

16. Calcined clay aggregate: A feasible alternative for Brazilian road construction

17. Modulus-based quality management of unbound pavement layers with seismic methods

18. A design method and performance based specification for UK road foundations

19. The anti-shakedown effect

20. Water in coarse granular materials: Resilient and retentive properties

21. Measurements and modelling of anisotropic elastic behaviour of unbound granular materials

22. Utilization of waste foundry sand as pavement sub-base and fill material

23. New Danish test method for the light weight deflectometer (LWD)

24. Contact stiffness affecting discrete element modelling of unbound aggregate granular assemblies

25. NordFoU - Pavement performance models. Part 2: Project level, unbound material

26. Influence of water content on mechanical behaviour of gravel under moving wheel loads

27. The evaluation of in-place recycled asphalt concrete as an unbound granular base material

28. Stress studies for permanent deformation calculations

29. Equivalence between dry bound macadam and other types of base layers for flexible pavements

30. Types and amounts of fines affecting aggregate behaviour

31. Using unbound aggregates resulting from amethyst mining in low volume roads

32. Rampart roads in the peat lands of Ireland: Genesis, development and current performance

33. The effect of compaction level on the performance of thin surfaced granular pavements

34. Laboratory characterization and influence of mineralogy on the performance of treated and untreated granular materials for unpaved roads

35. Shakedown analysis of road pavement performance

36. Anisotropy level prediction model of unbound aggregate systems

37. Utilization of waste foundry sand (WFS) as impermeable layer (drainage blanket) for pavement structures

38. Installation of optical fibre strain sensors on soil nails used for stabilising a steep highway cut slope

39. Behaviour of the reinforced cuts in flysch rock mass

40. Numerical modelling of lateral pile-soil interaction for a row of piles in a frictional soil

41. New geophysical and geotechnical approaches to characterise under utilised earthworks

42. Gault Clay embankment slopes on the A14 - Case studies of shallow and deep instability

43. Performance of a very deep soil nailed wall in the Istanbul subway

44. Landslide risk factors of geotechnical systems

45. Landslide investigation of roads in Sochi on the basis of the optimum risk method

46. Slope stabilization of an embankment on the West Coast Main Line, UK

47. Some developments in rock slope hazard assessments for road and rail

48. Centrifuge modelling of slope stabilisation using a discrete pile row

49. The effect of moisture on the stability of rock slopes: An experimental study on the rock slopes of Khosh Yeylagh Main Road, Iran

50. Centrifuge modelling of piled embankments

51. Performance of embankments on soft ground: A1033 Hedon Road Improvement Scheme, UK

52. The arching mechanism in piled embankments under road and rail infrastructure

53. FE analysis of the long-term settlement and maintenance of a road on peaty ground

54. Numerical modelling for life cycle planning of highway embankments on soft foundations

55. A case study of the long-term settlement and life cycle cost of a road on peaty ground

56. Pile-supported embankments on soft ground for a high speed railway: Load transfer, distribution and concentration by different construction methods

57. Geotechnical challenges faced in the construction of the A55 expressway across Anglesey

58. The effect of subsoil support in plane strain finite element analysis of arching in a piled embankment

59. Design of reinforced soil structures using fine grained fill types

60. Back-analysis of a tunnelling case history: A numerical approach

61. Numerical modelling of the stability of shallow mine workings

62. Analytical solution of multi-step reinforced soil slopes due to static and seismic loading

63. Piled foundations for the M25 Motorway near Heathrow Airport

64. Geotechnical aspects of masonry arch bridges

65. Reinforced soil structures under the influence of superstructure loads

6 Effect of climate change and vegetation

67. Predicting seasonal shrink swell cycles within a clay cutting

68. Centrifuge modelling of embankments subject to seasonal moisture changes

69. Construction and monitoring of a test embankment for evaluation of the impacts of climate change on UK transport infrastructure

70. Field testing and modelling the effects of climate on geotechnical infrastructure - A collaborative approach

71. Effects of climate change on slopes for transportation infrastructure

72. Using soft clay modified with cement-agricultural wastes as road construction materials

73. Time dependant volumetric behaviour of asphalt pavements under heavy loading and high temperature

74. Quantifying effects of lime stabilized subgrade on conventional flexible pavement responses

75. The capacity of improved Khon Kaen Loess as a road construction material

76. Non-stationary temperature regime of the pavements

77. Contaminated land: Recent research and development for UK Highways Agency

78. An assessment of the selected reinforcements of motorway pavement subgrade

79. Digital image based numerical approach for micromechanics of asphalt concrete

80. Assessment of layer thickness and uniformity in railway embankments with ground penetrating radar

81. Ballast stressing on a railway track and the behaviour of limestone ballast

82. Design methodology of slab track systems

83. Geotechnical aspects of ballasted rail tracks and stabilising underlying soft soil formation

84. Effect of loading frequency on the settlement of granular layer

85. Testing the ultimate resistance at the sleeper/ballast interface

86. Settlement of concrete slab track considering principal stress axis rotation in subgrade

87. A comparison of trackbed design methodologies: A case study from a heavy haul freight railway

88. Performance of canted ballasted track during curving of high speed trains

89. Effects of freezing and thawing processes on the mechanical behavior of silty soils stabilized with fly ash

90. Relationship between microstructure and hydraulic conductivity in compacted lime-treated soils

91. Characteristics of soft clay stabilized for construction purposes

92. Effects of potential deleterious chemical compounds on soil stabilisation

93. Stability of the solidification process of a lime-treated silt under percolation conditions

94. Some results of laboratory tests on lime-stabilized soils for high speed railways in Italy

95. Stabilization of poor soil by paper sludge mixing

10 Characterisation and recycling of geomaterials

97. Experimental observations and theoretical predictions of shakedown in soils under wheel loading

98. The response of ground penetrating radar (GPR) to changes in temperature and moisture condition of pavement materials

99. Impact of changes in gradation of bases on performance due to pulverization

100. Evaluation of a tropical soil’s performance in laboratory

101. Qualifying soils for low volume roads based on soil and pavement mechanics

102. In-ground stress-strain condition beneath center and edge of vibratory roller compactor

103. Mechanical properties of paving material of pedestrian friendly pavements using coal ash

104. Study of suction in unsaturated soils applied to pavement mechanics

105. Large-scale direct shear testing of geocell reinforced soil

106. Influence of hydraulicity on resilient modulus and Poisson’s ratio of hydraulic, graded iron and steel slag base-course material

107. Author Index