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5326. 2003

ANALYSIS OF DEEPLY BURIED FLEXIBLE PIPES

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

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5327. 2003

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

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

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5328. 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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5329. 2003

SIMULATION OF FRACTURE INITIATION IN HOT-MIX ASPHALT MIXTURES

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

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5330. 2003

BURIED CORRUGATED THERMOPLASTIC PIPE: SIMULATION AND DESIGN

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

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5331. 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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5332. 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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5333. 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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5334. 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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5335. 2003

GEOSYNTHETIC-REINFORCED SOIL WALLS

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

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5336. 2003

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

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

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5337. 2003

ACCELERATED LABORATORY RUTTING TESTS: EVALUATION OF THE ASPHALT PAVEMENT ANALYZER

NCHRP Report, Issue 508, 114 p.

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5338. 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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5339. 2003

FIELD PERFORMANCE OF EMBANKMENTS STABILIZED WITH RECYCLED PLASTIC REINFORCEMENT

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

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5340. 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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5341. 2003

ENGINEERING PROPERTIES OF RECYCLED PLASTIC PINS FOR SLOPE STABILIZATION

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

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5342. 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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5343. 2003

FIELD EVALUATION OF THE STIFFNESS OF UNBOUND AGGREGATE BASE LAYERS IN INVERTED FLEXIBLE PAVEMENTS

Transportation Research Record, Issue 1837, p. 50-60

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5344. 2003

DESIGN OF GRANULAR PAVEMENT LAYERS CONSIDERING CLIMATIC CONDITIONS

Transportation Research Record, Issue 1837, p. 61-70

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5345. 2003

SENSORY CAUSE OF RAILROAD GRADE-CROSSING COLLISIONS: TEST OF THE LEIBOWITZ HYPOTHESIS

Transportation Research Record, Issue 1843, p. 24-30

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5346. 2003

VALIDATED MODEL FOR PREDICTING FIELD PERFORMANCE OF AGGREGATE BASE COURSES

Transportation Research Record, Issue 1837, p. 41-49

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5347. 2003

IMPACT OF BUSES ON HIGHWAY INFRASTRUCTURE: CASE STUDY FOR NEW JERSEY STATE

Transportation Research Record, Issue 1841, p. 32-40

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5348. 2003

BUS RAPID TRANSIT: SYNTHESIS OF CASE STUDIES

Transportation Research Record, Issue 1841, p. 1-11

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5349. 2003

SOFTWARE MODULE "CARRIS" 1.0 AND USER'S MANUAL: SUPPORTING MATERIAL FOR NCHRP REPORT 495

151 p.

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5350. 2003

MODEL MOBILE LOAD SIMULATOR TESTING AT NATIONAL CENTER FOR ASPHALT TECHNOLOGY TEST TRACK

Transportation Research Record, Issue 1832, p. 182-190

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