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2006
Laboratory Characterization of Recycled Concrete for Use as Pavement Base Material

Transportation Research Record: Journal of the Transportation Research Board, Issue 1952, 2006, pp 21-27

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2006
Two-Dimensional Moisture Flow–Soil Deformation Model for Application to Pavement Design

Transportation Research Record: Journal of the Transportation Research Board, Issue 1967, 2006, pp 121-131

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2002
2000
ENGINEERING PROPERTIES OF LOESS-FLY ASH MIXTURES FOR ROADBASE CONSTRUCTION

Transportation Research Record, Issue 1714, 2000, p. 49-56

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1998
STABILIZATION CHARACTERISTICS OF CLAYS USING CLASS C FLY ASH

Transportation Research Record, Issue 1611, 1998, p. 46-54

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1994
LIME AND FLY ASH ADMIXTURE IMPROVEMENT OF TROPICAL HAWAIIAN SOILS

Transportation Research Record, Issue 1440, 1994, p. 71-78

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1993
DISPERSIVE CLAY EMBANKMENT EROSION: A CASE HISTORY

Transportation Research Record, Issue 1406, 1993, p. 50-57

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1992
USE OF BY-PRODUCT PHOSPHOGYPSUM IN ROAD CONSTRUCTION

Transportation Research Record, Issue 1345, 1992, p. 28-35

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1992
1984
PROPERTIES OF CEMENT AND LIME-FLY ASH STABILIZED AGGREGATE

Transportation Research Record, Issue 998, 1984, pp 32-40

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1979
SUBGRADE STABILITY

Transportation Research Record, Issue 705, 1979, pp 32-41

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1976
USING ADDITIVES TO IMPROVE COLD WEATHER COMPACTION

Transportation Research Record, Issue 560, 1976, pp 57-68

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1976
NEW RAPID TEST METHOD FOR EARTHWORK COMPACTION CONTROL

Transportation Research Record, Issue 593, 1976, pp 63-69

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1974
INNOVATIONS IN DESIGN AND CONSTRUCTION OF CONCRETE PAVEMENT FOR ILLINOIS TOLLWAY EXTENSION

Transportation Research Board Special Report, Issue 148, 1974, pp 39-49

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1966
1963
ASPHALT MEMBRANES IN EXPRESSWAY CONSTRUCTION

Highway Research Record, Issue 7, 1963, pp 34-46

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1962
NUCLEAR TESTING CORRELATED AND APPLIED TO COMPACTION CONTROL IN COLORADO

Highway Research Board Bulletin, Issue 360, 1962, No 360, pp 18-40, 10 FIG, 2 TAB, 6 REF

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1962
FIELD STUDIES OF SOIL STABILIZATION WITH PHOSPHORIC ACID

Highway Research Board Bulletin, Issue 318, 1962

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1962
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