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1983
FROST ACTION ON TRANSPORTATION FACILITIES

Transportation Research Record, Issue 918, 49p

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1983
RESIDUAL SOILS OF PIEDMONT AND BLUE RIDGE

Transportation Research Record, Issue 919, pp 10-16

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1983
GEOTEXTILE FILTER CRITERIA

Transportation Research Record, Issue 916, pp 46-53

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1983
PREDICTION OF ROADWAY STRENGTH FROM SOIL PROPERTIES

Transportation Research Record, Issue 918, pp 30-34

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1982-11
PAVEMENT SUBSURFACE DRAINAGE SYSTEMS

NCHRP Synthesis of Highway Practice, Issue 96, 38 p.

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1982
PREDICTION OF SOIL PROPERTIES FROM SIMPLE INDICES

Transportation Research Record, Issue 873, pp 43-49

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1981
STATISTICAL GEOTECHNICAL PROPERTIES OF LOCKPORT CLAYS

Transportation Research Record, Issue 809, pp 54-60

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1981
PAVEMENT ROUGHNESS ON EXPANSIVE CLAYS

Transportation Research Record, Issue 790, p. 78-87

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1979
COMPUTERIZED INFORMATION SYSTEM FOR INDIANA SOILS

Transportation Research Record, Issue 733, pp 74-82

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1979
SUBGRADE STABILITY

Transportation Research Record, Issue 705, pp 32-41

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1978
PROPERTIES OF GUARDRAIL POSTS FOR VARIOUS SOIL TYPES

Transportation Research Record, Issue 679, pp 22-25

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1978
A CRITICAL EXAMINATION OF THE WAVE EQUATION

Transportation Research Record, Issue 665, pp 209-213

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1977
SOIL TAXONOMY: AN OVERVIEW

Transportation Research Record, Issue 642, pp 2-6

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1977
SOIL PROPERTIES THAT AFFECT EROSION

Transportation Research Record, Issue 642, pp 68-72

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1974
BEHAVIOR OF BEAMS ON RANDOMLY NONHOMOGENEOUS BASES

Transportation Research Record, Issue 510, pp 77-91

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1974
IMMEDIATE AMELIORATION OF WET COHESIVE SOILS BY QUICKLIME

Transportation Research Record, Issue 501, pp 42-53

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1974
LANDSLIDE INSTRUMENTATION FOR THE MINNEAPOLIS FREEWAY

Transportation Research Record, Issue 482, pp 30-42

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1974
EXPERIENCES WITH LANDSLIDE INSTRUMENTATION IN THE SOUTHEAST

Transportation Research Record, Issue 482, pp 18-29

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1973
FOUNDATION FAILURE OF NEW LISKEARD EMBANKMENT

Highway Research Record, Issue 463, pp 1-17

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1973
FUNDAMENTALS OF SOIL COMPACTION AND PERFORMANCE

Highway Research Record, Issue 438, pp 1-15

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