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1151. 1999

RESILIENT MODULUS OF SOFT SOIL BENEATH HIGH-SPEED RAIL LINES

Transportation Research Record, Issue 1687, p. 39-46

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1152. 1999

STRUCTURAL NUMBERS FOR RECLAIMED ASPHALT PAVEMENT BASE AND SUBBASE COURSE MIXES

Transportation Research Record, Issue 1687, p. 22-28

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1153. 1999

STRAIN RESPONSES OF GRANULAR BASE MATERIALS IN STRESS PATH CYCLIC TRIAXIAL TESTING

Transportation Research Record, Issue 1687, p. 66-74

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1154. 1999

EVALUATION OF LABORATORY AND BACKCALCULATED RESILIENT MODULI FROM THE WESTRACK EXPERIMENT

Transportation Research Record, Issue 1687, p. 55-65

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1155. 1999

RELATION OF FIELD CRACKING TO LAYER STIFFNESS OF COLD IN SITU RECYCLED MATERIALS

Transportation Research Record, Issue 1684, p. 210-214

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1156. 1999

STRUCTURAL ADEQUACY OF RUBBLIZED PORTLAND CEMENT CONCRETE PAVEMENT

Transportation Research Record, Issue 1684, p. 172-177

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1157. 1999

EXPERIMENTAL COLD IN-PLACE RECYCLING WITH HYDRATED LIME

Transportation Research Record, Issue 1684, p. 186-193

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1158. 1999

FULL-DEPTH RECLAMATION PROCESS

Transportation Research Record, Issue 1684, p. 203-209

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1159. 1999

FATIGUE AND STATIC TESTING OF CONCRETE SLABS

Transportation Research Record, Issue 1684, p. 71-80

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1160. 1999

CHARACTERIZING SEASONAL VARIATIONS IN FLEXIBLE PAVEMENT MATERIAL PROPERTIES

Transportation Research Record, Issue 1684, p. 1-7

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1161. 1999

LOAD-EQUIVALENCY FACTORS BASED ON EXTENDED CALIFORNIA BEARING RATIO METHOD

Transportation Research Record, Issue 1684, p. 8-16

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1162. 1999

MUNICIPAL IMPLEMENTATION OF SUPERPAVE TECHNOLOGY

Transportation Research Record, Issue 1681, p. 138-147

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1163. 1999

NONDESTRUCTIVE EVALUATION OF COMPLEX MODULI IN ASPHALT CONCRETE WITH AN ENERGY APPROACH

Transportation Research Record, Issue 1681, p. 170-178

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1164. 1999

LABORATORY OPTIMIZATION OF ASPHALT CONCRETE INTERMEDIATE COURSE MIXES TO IMPROVE FLEXIBLE PAVEMENT PERFORMANCE

Transportation Research Record, Issue 1681, p. 69-75

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1165. 1999

PERMANENT DEFORMATION OF A GRANULAR BASE MATERIAL

Transportation Research Record, Issue 1673, p. 89-94

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1166. 1999

COMPARISON OF PIEZOCONE AND LABORATORY SOIL PARAMETERS FOR BRIDGE FOUNDATION DESIGN ON CLAYS: CASE STUDY IN MASSACHUSETTS

Transportation Research Record, Issue 1675, p. 24-31

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1167. 1999

SOIL STABILIZATION WITH SODIUM CHLORIDE

Transportation Research Record, Issue 1673, p. 46-55

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1168. 1999

PERFORMANCE AND FAILURE MODES OF LOUISIANA ASPHALT PAVEMENTS WITH SOIL-CEMENT BASES UNDER FULL-SCALE ACCELERATED LOADING

Transportation Research Record, Issue 1673, p. 9-15

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1169. 1999

RELATING IN SITU PROPERTIES OF CEMENT-BOUND BASES TO THEIR PERFORMANCE

Transportation Research Record, Issue 1673, p. 3-8

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1170. 1999

MEASUREMENT, ANALYSIS, EVALUATION, AND RESTORATION OF SKID RESISTANCE ON STREETS OF MUSCAT

Transportation Research Record, Issue 1655, p. 200-210

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1171. 1999

INVESTIGATION OF ASPHALT CONCRETE LAYER STRAINS FROM WIDE-BASE TIRES

Transportation Research Record, Issue 1655, p. 168-174

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1172. 1999

ASSESSMENT OF PAVEMENT LIFE AT FIRST FULL-SCALE ACCELERATED PAVEMENT TEST IN LOUISIANA

Transportation Research Record, Issue 1655, p. 219-226

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1173. 1999

INFLUENCE OF TIRE-PAVEMENT CONTACT STRESS DISTRIBUTION ON DEVELOPMENT OF DISTRESS MECHANISMS IN PAVEMENTS

Transportation Research Record, Issue 1655, p. 161-167

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1174. 1999

PERFORMANCE EVALUATION OF BACKCALCULATION ALGORITHMS THROUGH THREE-DIMENSIONAL FINITE-ELEMENT MODELING OF PAVEMENT STRUCTURES

Transportation Research Record, Issue 1655, p. 152-160

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1175. 1999

USE OF FALLING WEIGHT DEFLECTOMETER AND DYNAMIC CONE PENETROMETER IN PAVEMENT EVALUATION

Transportation Research Record, Issue 1655, p. 145-151

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