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76. 1992

ASPHALT THICKNESS VARIATION ON TEXAS STRATEGIC HIGHWAY RESEARCH PROGRAM SECTIONS AND EFFECT ON BACKCALCULATED MODULI

Transportation Research Record, Issue 1377, p. 115-127

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77. 1992

VALIDATION OF MODULI BACKCALCULATION PROCEDURE USING MULTIDEPTH DEFLECTOMETERS INSTALLED IN VARIOUS FLEXIBLE PAVEMENT STRUCTURES

Transportation Research Record, Issue 1377, p. 128-142

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78. 1992

IMPLEMENTATION OF BACKCALCULATION IN PAVEMENT EVALUATION AND OVERLAY DESIGN IN OREGON

Transportation Research Record, Issue 1377, p. 150-158

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79. 1992

RAPID DETERMINATION OF LAYER PROPERTIES OF PAVEMENTS FROM SURFACE WAVE METHOD

Transportation Research Record, Issue 1377, p. 159-166

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80. 1992

INTERPRETATION OF BACKCALCULATED LAYER MODULI OF CRACK-AND-SEAT PAVEMENT FROM FALLING WEIGHT DEFLECTOMETER DATA

Transportation Research Record, Issue 1377, p. 167-171

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81. 1992

COMPARISON OF THEORETICAL AND IN SITU BEHAVIORS OF A FLEXIBLE PAVEMENT SECTION

Transportation Research Record, Issue 1377, p. 172-182

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82. 1992

EFFECT OF THICKNESS AND TEMPERATURE CORRECTIONS ON PREDICTION OF PAVEMENT STRUCTURAL CAPACITY USING FALLING WEIGHT DEFLECTOMETER DATA

Transportation Research Record, Issue 1377, p. 193-199

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83. 1991

CHARACTERIZATION OF FALLING WEIGHT DEFLECTOMETER DEFLECTION BASIN

Transportation Research Record, Issue 1293, p. 1-11

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84. 1991

EFFECT OF VARIOUS LOAD DISTRIBUTIONS ON BACKCALCULATED MODULI VALUES IN FLEXIBLE PAVEMENTS

Transportation Research Record, Issue 1293, p. 31-41

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85. 1991

ACCURACY AND CONSISTENCY OF BACKCALCULATED PAVEMENT LAYER MODULI

Transportation Research Record, Issue 1293, p. 72-85

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86. 1991

COMPARISON OF DYNAMIC AND STATIC BACKCALCULATION MODULI FOR THREE-LAYER PAVEMENTS

Transportation Research Record, Issue 1293, p. 86-92

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87. 1991

ADVANCED BACKCALCULATION USING A NONLINEAR LEAST SQUARES OPTIMIZATION TECHNIQUE

Transportation Research Record, Issue 1293, p. 93-102

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88. 1991

RELATING DEFLECTION DATA TO PAVEMENT STRAIN

Transportation Research Record, Issue 1293, p. 103-111

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89. 1991

BACKCALCULATION OF ASPHALT CONCRETE-OVERLAID PORTLAND CEMENT CONCRETE PAVEMENT LAYER MODULI

Transportation Research Record, Issue 1293, p. 112-123

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90. 1991

DETECTION AND DETERMINATION OF DEPTH OF RIGID BOTTOM IN BACKCALCULATION OF LAYER MODULI FROM FALLING WEIGHT DEFLECTOMETER DATA

Transportation Research Record, Issue 1293, p. 124-135

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91. 1990-06

DETERMINING ASPHALTIC CONCRETE PAVEMENT STRUCTURAL PROPERTIES BY NONDESTRUCTIVE TESTING

NCHRP Report, Issue 327, 111 p.

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92. 1990

DETERMINATION OF LAYER MODULI IN PAVEMENT SYSTEMS BY NONDESTRUCTIVE TESTING

Transportation Research Record, Issue 1278, p. 18-26

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93. 1990

DESIGN PARAMETERS FOR USE OF REINFORCED STRESS-ABSORBING MEMBRANE INTERLAYERS

Transportation Research Record, Issue 1272, p. 130-138

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94. 1989

PERFORMANCE AND STRUCTURAL EVALUATION OF CRACKED AND SEATED CONCRETE

Transportation Research Record, Issue 1215, p. 212-218

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95. 1987

PROCEDURES FOR ESTIMATION OF ASPHALT CONCRETE PAVEMENT MODULI AT IN SITU TEMPERATURES

Transportation Research Record, Issue 1121, pp 1-6

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96. 1987

CHARACTERIZING TEMPERATURE EFFECTS FOR PAVEMENT ANALYSIS AND DESIGN

Transportation Research Record, Issue 1121, pp 14-22

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97. 1985

SENSITIVITY OF FLEXIBLE PAVEMENT PERFORMANCE TO BITUMINOUS MIX PROPERTIES

Transportation Research Record, Issue 1034, pp 70-79

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98. 1985

THE IMPORTANCE OF SEALANT MODULUS TO THE LONG-TERM PERFORMANCE OF CONCRETE HIGHWAY JOINT SEALANTS

Transportation Research Record, Issue 1041, pp 82-86

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99. 1985

INVESTIGATION OF SEASONAL LOAD RESTRICTIONS IN WASHINGTON STATE

Transportation Research Record, Issue 1043, pp 58-67

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100. 1985

PAVEMENT RESPONSE TO ROAD RATER AND AXLE LOADINGS

Transportation Research Record, Issue 1043, pp 149-157

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