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1. 2003

ANALYSIS OF DEEPLY BURIED FLEXIBLE PIPES

Transportation Research Record, Issue 1849, p. 124-134

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2. 2003

BURIED CORRUGATED THERMOPLASTIC PIPE: SIMULATION AND DESIGN

Transportation Research Record, Issue 1849, p. 135-143

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3. 2003

CHARACTERIZATION OF TRANSVERSE CRACKING SPATIAL VARIABILITY: USE OF LONG-TERM PAVEMENT PERFORMANCE DATA FOR CONTINUOUSLY REINFORCED CONCRETE PAVEMENT DESIGN

Transportation Research Record, Issue 1849, p. 147-155

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4. 2003

ESTIMATION OF PAVEMENT LAYER THICKNESS VARIABILITY FOR RELIABILITY-BASED DESIGN

Transportation Research Record, Issue 1849, p. 156-165

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5. 2003

CONSTRUCTION-RELATED VARIABILITY IN PAVEMENT MAT DENSITY DUE TO TEMPERATURE DIFFERENTIALS

Transportation Research Record, Issue 1849, p. 166-173

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6. 2003

RELATIONSHIP BETWEEN BACKCALCULATED AND LABORATORY-MEASURED RESILIENT MODULI OF UNBOUND MATERIALS

Transportation Research Record, Issue 1849, p. 177-182

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7. 2003

SIMULATION OF FRACTURE INITIATION IN HOT-MIX ASPHALT MIXTURES

Transportation Research Record, Issue 1849, p. 183-190

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8. 2003

CORPS OF ENGINEERS DESIGN OF GEOSYNTHETIC-REINFORCED UNPAVED ROADS

Transportation Research Record, Issue 1849, p. 193-201

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9. 2003

USING PSEUDOSTRAIN DAMAGE THEORY TO CHARACTERIZE REINFORCING BENEFITS OF GEOSYNTHETIC MATERIALS IN ASPHALT CONCRETE OVERLAYS

Transportation Research Record, Issue 1849, p. 202-211

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10. 2003

EIGHT-YEAR FIELD PERFORMANCE OF SECONDARY ROAD INCORPORATING GEOSYNTHETICS AT SUBGRADE-BASE INTERFACE

Transportation Research Record, Issue 1849, p. 212-220

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11. 2003

STRENGTH PROPERTIES OF FLEXIBLE GEOGRIDS UNDER INDOOR AND OUTDOOR ULTRAVIOLET EXPOSURE

Transportation Research Record, Issue 1849, p. 221-230

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12. 2003

RELATIONSHIP BETWEEN SOIL STIFFNESS GAUGE MODULUS AND OTHER TEST MODULI FOR GRANULAR SOILS

Transportation Research Record, Issue 1849, p. 3-10

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13. 2003

USE OF STIFFNESS FOR EVALUATING COMPACTNESS OF COHESIVE PAVEMENT GEOMATERIALS

Transportation Research Record, Issue 1849, p. 11-19

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14. 2003

LABORATORY EVALUATION OF GEOGAUGE FOR COMPACTION CONTROL

Transportation Research Record, Issue 1849, p. 20-30

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15. 2003

FIELD PERFORMANCE OF EMBANKMENTS STABILIZED WITH RECYCLED PLASTIC REINFORCEMENT

Transportation Research Record, Issue 1849, p. 31-38

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16. 2003

ENGINEERING PROPERTIES OF RECYCLED PLASTIC PINS FOR SLOPE STABILIZATION

Transportation Research Record, Issue 1849, p. 39-46

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17. 2003

EVALUATION AND QUALITY CONTROL OF DRY-JET-MIXED CLAY SOIL-CEMENT COLUMNS BY STANDARD PENETRATION TEST

Transportation Research Record, Issue 1849, p. 47-52

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18. 2003

GEOSYNTHETIC-REINFORCED SOIL WALLS

Transportation Research Record, Issue 1849, p. 53-58

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19. 2003

AXIAL AND LATERAL LOAD PERFORMANCE OF TWO COMPOSITE PILES AND ONE PRESTRESSED CONCRETE PILE

Transportation Research Record, Issue 1849, p. 61-70

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20. 2003

DESIGN OF FIBER-REINFORCED POLYMER COMPOSITE PILES UNDER VERTICAL AND LATERAL LOADS

Transportation Research Record, Issue 1849, p. 71-80

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21. 2003

DYNAMIC FINITE ELEMENT ANALYSIS OF VESSEL-PIER-SOIL INTERACTION DURING BARGE IMPACT EVENTS

Transportation Research Record, Issue 1849, p. 81-90

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22. 2003

EFFECT OF BRIDGE-SOIL INTERACTION ON BEHAVIOR OF PILES SUPPORTING INTEGRAL BRIDGES

Transportation Research Record, Issue 1849, p. 91-97

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23. 2003

LOAD AND RESISTANCE FACTOR DESIGN, COST, AND RISK: DESIGNING A DRILLED-SHAFT LOAD TEST PROGRAM IN FLORIDA LIMESTONE

Transportation Research Record, Issue 1849, p. 98-106

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24. 2003

SOIL ARCHING OVER DEEPLY BURIED THERMOPLASTIC PIPE (WITH DISCUSSION AND CLOSURE)

Transportation Research Record, Issue 1849, p. 109-123

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