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2002
EFFECT OF HYDRATED LIME ON LONG-TERM OXIDATIVE AGING CHARACTERISTICS OF ASPHALT

Transportation Research Record, Issue 1810, p. 17-24

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2002
IMPLEMENTATION OF CONE PENETRATION TEST TECHNOLOGY IN DESIGN AND ANALYSIS OF DRIVEN PILES

Transportation Research Record, Issue 1808, p. 168-179

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2002
LABORATORY SIMULATION OF FIELD COMPACTION CHARACTERISTICS ON SANDY SOILS

Transportation Research Record, Issue 1808, p. 84-95

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2002
FACTORS AFFECTING DETERMINATION OF SUBGRADE WATER CONTENT FROM MULTISEGMENT TIME DOMAIN REFLECTOMETRY PROBES

Transportation Research Record, Issue 1808, p. 3-10

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2002
LABORATORY EVALUATION OF THE SOIL STIFFNESS GAUGE

Transportation Research Record, Issue 1808, p. 30-37

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2002
PERFORMANCE OF LIME CEMENT-STABILIZED SOILS FOR THE I-15 RECONSTRUCTION PROJECT: SALT LAKE CITY, UTAH

Transportation Research Record, Issue 1808, p. 58-66

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2002
PORE PRESSURE RESPONSE OF LIQUEFIED SAND IN FULL-SCALE LATERAL PILE LOAD TESTS

Transportation Research Record, Issue 1808, p. 21-29

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2002
ANALYSIS OF BITUMINOUS CRACK SEALANTS BY PHYSICOCHEMICAL METHODS: RELATIONSHIP TO FIELD PERFORMANCE

Transportation Research Record, Issue 1795, p. 33-39

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2002
HISTORY AND FUTURE CHALLENGES OF GYRATORY COMPACTION: 1939 TO 2001

Transportation Research Record, Issue 1789, p. 200-207

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2002
TARGET AND TOLERANCE STUDY FOR ANGLE OF GYRATION USED IN SUPERPAVE GYRATORY COMPACTOR

Transportation Research Record, Issue 1789, p. 208-215

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2002
EVALUATION OF MEASUREMENT TECHNIQUES FOR ASPHALT PAVEMENT DENSITY AND PERMEABILITY

Transportation Research Record, Issue 1789, p. 36-45

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2002
ROUND-ROBIN STUDY FOR FIELD PERMEABILITY TEST

Transportation Research Record, Issue 1789, p. 25-35

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2002
LOUISIANA EXPERIENCE WITH CRUMB RUBBER-MODIFIED HOT-MIX ASPHALT PAVEMENT

Transportation Research Record, Issue 1789, p. 1-13

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2002
EFFECT OF FINE AGGREGATE ANGULARITY ON COMPACTION AND SHEARING RESISTANCE OF ASPHALT MIXTURES

Transportation Research Record, Issue 1789, p. 14-24

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2002
STABILIZATION OF SILTY SAND WITH NONTRADITIONAL ADDITIVES

Transportation Research Record, Issue 1787, p. 61-70

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2002
INVESTIGATION OF RECYCLED CONCRETE MADE WITH LIMESTONE AGGREGATE FOR A BASE COURSE IN FLEXIBLE PAVEMENT

Transportation Research Record, Issue 1787, p. 99-108

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2002
PRECRACKING OF SOIL-CEMENT BASES TO REDUCE REFLECTION CRACKING: FIELD INVESTIGATION

Transportation Research Record, Issue 1787, p. 22-30

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2002
QUALITY MANAGEMENT OF BASE AND SUBGRADE MATERIALS WITH SEISMIC METHODS

Transportation Research Record, Issue 1786, p. 3-10

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2001-12
DEVELOPMENT AND USES OF HARD-GRADE ASPHALT AND OF HIGH-MODULUS ASPHALT MIXES IN FRANCE

Transportation Research Circular, Issue 503, pp 12-31

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2001-11
A NOVEL APPROACH TO DETERMINE MATERIAL PARAMETERS TO PREDICT REMAINING LIFE OF INFRASTRUCTURE

NCHRP-IDEA Program Project Final Report, 61 p.

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2001-08
DESIGN, DEVELOPMENT AND VALIDATION OF AN ADVANCED IN-SITU SHEAR STIFFNESS TEST FACILITY FOR ASPHALT CONCRETE PAVEMENTS

NCHRP-IDEA Program Project Final Report, 27 p.

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2001-06
ASSESSING PAVEMENT LAYER CONDITION USING DEFLECTION DATA

NCHRP Research Results Digest, Issue 254, 3 p.

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2001-01
LITERATURE REVIEW: VERIFICATION OF GYRATION LEVELS IN THE SUPERPAVE NDESIGN TABLE

NCHRP Web-Only Document, Issue 34, 83 p.

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2001
SOIL PRESSURE MEASURED AT VARIOUS FILL HEIGHTS ABOVE DEEPLY BURIED THERMOPLASTIC PIPE

Transportation Research Record, Issue 1770, p. 227-235

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2001
TIME-DEPENDENT DEFLECTION OF THERMOPLASTIC PIPES UNDER DEEP BURIAL

Transportation Research Record, Issue 1770, p. 236-242

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Showing 1101 - 1125 of 2603 records