Data collected at field test sites 1-30 during the period June, 1966 - August, 1967 are evaluated, relating measured subgrade moisture changes to soil, climate, and pavement conditions. Relevant data were coded on IBM cards and sorted mechanically to obtain initial correlations. Engineering judgement was then applied to develop more detailed relationships. Cause, extent, and effect of subgrade moisture variations are discussed, as are general trends obtained from the collected data. Results obtained from previous subgrade moisture studies by ocher agencies are also presented. Results of the evaluation substantiated some theories of moisture migration and showed interesting quantitative trends. Research procedures are verified and guidelines...
PDFTech Report08-5GTSubgrade (Pavements)Base course (Pavements)Moisture contentUnsaturated soilsLoui...
The overall performance of a standard highway pavement structure depends on moisture characteristics...
The overall performance of a standard highway pavement structure depends on moisture characteristics...
A prime objective of this research is to related measured moisture changes to soil, climate, and pav...
Measured moisture conditions at several existing field research sites could not be related to precip...
The purpose of this study was to determine which existing Oklahoma highway designs give acceptable p...
44891231PDFTech ReportVHRC 73-R29VirginiaVirginia Transportation Research CouncilVaswani, N. KVirgin...
An experimental procedure for calibration of nuclear depth moisture and density gages is described. ...
The main objective of this study is to develop a practical and implementable numerical model for pre...
Research implementation plan.PDFBooklet/Pamphlet14589/14694Pavement performancePavement designTemper...
Variations in the mechanical properties of materials of a flexible pavement affect its response to a...
The main objective of this study is to develop a practical and implementable numerical model for pre...
A preliminary procedure for standardization/calibration of nuclear depth backscatter moisture and de...
Corresponding data set for Tran-SET Project No. 18POKS03. Abstract of the final report is stated bel...
663140809Research implementation plan.PDFTech ReportFHWA/OH-2001/09Asphalt concretePavement designFl...
PDFTech Report08-5GTSubgrade (Pavements)Base course (Pavements)Moisture contentUnsaturated soilsLoui...
The overall performance of a standard highway pavement structure depends on moisture characteristics...
The overall performance of a standard highway pavement structure depends on moisture characteristics...
A prime objective of this research is to related measured moisture changes to soil, climate, and pav...
Measured moisture conditions at several existing field research sites could not be related to precip...
The purpose of this study was to determine which existing Oklahoma highway designs give acceptable p...
44891231PDFTech ReportVHRC 73-R29VirginiaVirginia Transportation Research CouncilVaswani, N. KVirgin...
An experimental procedure for calibration of nuclear depth moisture and density gages is described. ...
The main objective of this study is to develop a practical and implementable numerical model for pre...
Research implementation plan.PDFBooklet/Pamphlet14589/14694Pavement performancePavement designTemper...
Variations in the mechanical properties of materials of a flexible pavement affect its response to a...
The main objective of this study is to develop a practical and implementable numerical model for pre...
A preliminary procedure for standardization/calibration of nuclear depth backscatter moisture and de...
Corresponding data set for Tran-SET Project No. 18POKS03. Abstract of the final report is stated bel...
663140809Research implementation plan.PDFTech ReportFHWA/OH-2001/09Asphalt concretePavement designFl...
PDFTech Report08-5GTSubgrade (Pavements)Base course (Pavements)Moisture contentUnsaturated soilsLoui...
The overall performance of a standard highway pavement structure depends on moisture characteristics...
The overall performance of a standard highway pavement structure depends on moisture characteristics...