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1978
SOIL CLASSIFICATION SYSTEMS

Transportation Research Board Special Report, Issue 175, pp 60-61

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1978
STATISTICAL QUALITY CONTROL PROCEDURES

Transportation Research Board Special Report, Issue 175, p 62

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1978
FIELD PERFORMANCE OF POROUS FRICTION SURFACE COURSES

Transportation Research Board Special Report, Issue 175, pp 63-64

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1978
1978
FIBROUS CONCRETE CONSTRUCTION AT RENO AND LAS VEGAS AIRPORTS

Transportation Research Board Special Report, Issue 175, pp 67-68

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1978
AIRCRAFT PAVEMENT LOADING: STATIC AND DYNAMIC

Transportation Research Board Special Report, Issue 175, pp 75-83

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1978
FIELD SURVEY AND ANALYSIS OF AIRCRAFT DISTRIBUTION ON AIRPORT PAVEMENTS

Transportation Research Board Special Report, Issue 175, pp 84-87

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1978
EFFECTS OF DYNAMIC LOADS ON AIRPORT PAVEMENTS

Transportation Research Board Special Report, Issue 175, pp 87-91

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1978
DYNAMIC RESPONSE OF AIRCRAFT TO PAVEMENT UNEVENNESS

Transportation Research Board Special Report, Issue 175, pp 91-96

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1978
ANALYSIS OF AIRPORT RUNWAY ROUGHNESS CRITERIA

Transportation Research Board Special Report, Issue 175, pp 96-97

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1978
NONDESTRUCTIVE TESTING OF FLEXIBLE PAVEMENTS BY USING PROTOTYPE LOADS

Transportation Research Board Special Report, Issue 175, pp 100-103

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1978
PAVEMENT EVALUATION WITH THE FALLING-WEIGHT DEFLECTOMETER

Transportation Research Board Special Report, Issue 175, pp 103-104

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1978
1978
NONDESTRUCTIVE TESTING OF AIRPORT PAVEMENTS

Transportation Research Board Special Report, Issue 175, pp 97-100

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1978
RESEARCH IN AIRPORT PAVEMENTS

Transportation Research Board Special Report, Issue 175, 116 p.

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1978
1978
1978
EXPANDED POLYSTYRENE CONCRETE SUBBASES

Transportation Research Record, Issue 675, pp 1-6

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1978
FINITE-ELEMENT ANALYSIS OF JOINTED OR CRACKED CONCRETE PAVEMENTS

Transportation Research Record, Issue 671, pp 11-19

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1978
FATIGUE BEHAVIOR OF AIR-ENTRAINED CONCRETE

Transportation Research Record, Issue 671, pp 20-23

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1978
PAVEMENT-LAYER MODULAR RATIOS FROM DYNAFLECT DEFLECTIONS

Transportation Research Record, Issue 671, pp 23-28

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