TRB Pubsindex

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1985
1984
SOIL-FOUNDATION INTERACTION BEHAVIOR OF HIGHWAY GUARDRAIL POSTS

Transportation Research Record, Issue 970, pp 37-47

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1983
FROST ACTION ON TRANSPORTATION FACILITIES

Transportation Research Record, Issue 918, 49p

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1983
CHANGE IN SOIL STRUCTURE DUE TO FREEZE-THAW AND REPEATED LOADING

Transportation Research Record, Issue 918, p. 15-22

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1982
Soil-structure interaction of subsurface conduits

Transportation Research Record, Issue 878, 104p

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1982
1982
PERFORMANCE AND ANALYSIS OF A LONG-SPAN CULVERT

Transportation Research Record, Issue 878, pp 23-29

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1982
DESIGN METHOD FOR CONCRETE PIPE UNDER HIGH FILLS

Transportation Research Record, Issue 878, pp 29-33

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1982
1982
RESPONSE OF CORRUGATED-METAL ARCHES TO SOIL LOADS

Transportation Research Record, Issue 878, pp 37-49

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1982
ANALYSIS OF LIVE-LOAD EFFECTS IN SOIL-STEEL STRUCTURES

Transportation Research Record, Issue 878, pp 49-55

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1982
1982
PUMPING MECHANISMS OF FOUNDATION SOILS UNDER RIGID PAVEMENTS

Transportation Research Record, Issue 849, pp 29-37

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1981
ANALYSIS OF PAVEMENTS WITH GRANULAR BASES

Transportation Research Record, Issue 810, pp 17-23

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1981
NOTTINGHAM PAVEMENT TEST FACILITY

Transportation Research Record, Issue 810, pp 67-72

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1981
INSTRUMENTATION FOR THE NOTTINGHAM PAVEMENT TEST FACILITY

Transportation Research Record, Issue 810, pp 73-79

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1980
ENERGY-TRANSPORTATION OVERVIEW

Transportation Research Board Special Report, Issue 191, pp 6-9

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1980
1980
CONSTRUCTION OF A ROOT-PILE WALL AT MONSSEN, PENNSYLVANIA

Transportation Research Record, Issue 749, pp 13-21

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1980
REVIEW OF RAIL TRANSPORT RESEARCH NEEDS

Transportation Research Board Special Report, Issue 188, 78 p.

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1979-04
ENGINEERING FABRICS, A LITERATURE REVIEW (1978)

Transportation Research Circular, Issue 204, 15 p.

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1978
FRAMEWORK FOR EVALUATION AND PERFORMANCE OF AIRPORT PAVEMENTS

Transportation Research Board Special Report, Issue 175, pp 69-75

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1978
SOIL-CULVERT INTERACTION METHOD FOR DESIGN OF METAL CULVERTS

Transportation Research Record, Issue 678, pp 53-59

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