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1987
GUARDRAIL-BRIDGE RAIL TRANSITION EVALUATIONS

Transportation Research Record, Issue 1133, pp 7-16

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1987
STRUCTURAL OPTIMIZATION OF STRONG-POST W-BEAM GUARDRAIL

Transportation Research Record, Issue 1133, pp 42-50

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1987
BRIDGE STRENGTHENING NEEDS IN THE UNITED STATES

Transportation Research Record, Issue 1118, pp 1-8

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1987
STRUCTURAL BEHAVIOR OF 45-DEGREE UNDERREAMED FOOTINGS

Transportation Research Record, Issue 1119, pp 83-90

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1987
NONLINEAR ANALYSIS OF HIGHWAY BRIDGES

Transportation Research Record, Issue 1118, pp 25-28

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1987
STRENGTHENING OF STEEL STRINGER BRIDGES BY SELECTIVE STIFFENING

Transportation Research Record, Issue 1118, pp 43-48

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1987
1987
CONTRACTING FOR TIEDBACK WALLS IN KENTUCKY

Transportation Research Record, Issue 1119, pp 55-60

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1987
PERFORMANCE OF STEEL FIBER REINFORCED CONCRETE USING LARGE AGGREGATE

Transportation Research Record, Issue 1110, pp 129-137

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1986
Structure foundations

Transportation Research Record, Issue 1105, 58p

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1986
Pavement and bridge maintenance

Transportation Research Record, Issue 1083, 53p

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1986
TIMBER POLE SAFETY BY DESIGN

Transportation Research Record, Issue 1065, pp 1-11

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1986
CRASH TEST EVALUATION OF ECCENTRIC LOADER GUARDRAIL TERMINALS

Transportation Research Record, Issue 1065, pp 62-68

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1986
ROADSIDE SAFETY

Transportation Research Record, Issue 1065, 105p

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1986
1986
STRESS STATE IN COUPLING JOINTS OF POSTTENSIONED CONCRETE BRIDGES

Transportation Research Record, Issue 1072, pp 50-58

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1986
APPLICATION OF EXPERT SYSTEMS IN THE DESIGN OF BRIDGES

Transportation Research Record, Issue 1072, pp 65-70

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1986
SEGMENTAL AERIAL STRUCTURES FOR ATLANTA'S RAIL TRANSIT SYSTEM

Transportation Research Record, Issue 1071, pp 26-28

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1986
1986
CONTINUOUS-WELDED RAIL ON BART AERIAL STRUCTURES

Transportation Research Record, Issue 1071, pp 29-34

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1986
ULTIMATE STRENGTH OF TIMBER-DECK BRIDGES

Transportation Research Record, Issue 1053, pp 26-30

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1986
REPAIR OF TIMBER BRIDGE PILING BY POSTING AND EPOXY GROUTING

Transportation Research Record, Issue 1053, pp 70-79

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