Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/28994
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dc.contributor.authorTurnage, Gerald W.-
dc.contributor.authorMobility and Environmental Systems Laboratory (U.S.)-
dc.date.accessioned2018-09-04T19:06:20Z-
dc.date.available2018-09-04T19:06:20Z-
dc.date.issued1975-06-
dc.identifier.govdocTechnical Report No. 3-652 Report 7-
dc.identifier.urihttp://hdl.handle.net/11681/28994-
dc.descriptionTechnical Reporten_US
dc.description.abstractThe study reported herein was funded by Department of the Army Project 4A061101A91D, "In-House Laboratory Independent Research," under the sponsorship of the Assistant Secretary of the Army (R&D). The study was conducted during 1973-1974. The project was conceived by Mr. G. W. Turnage, Mobility Research and Methodology Branch (MRMB), Mobility Systems Division (MSD), Mobility and Environmental Systems Laboratory (MESL), at the U. S. Army Engineer Waterways Experiment Station (WES). Most of the data analyzed in this report were obtained from tabulations in the publi~hed literature. Also presented are some hitherto unreported data from a previous test program accomplished by personnel of MRMB and the Mobility Investigations Branch (MIB), MESL. This study was conducted under the general supervision of Messrs. W. G. Shockley, Chief of MESL, and A. A. Rula, Chief of MSD, and under the direct supervision of Mr. C. J. Nuttall, Jr., Chief of MRMB. The report was prepared by Mr. Turnage. Special acknowledgment is made to Dr. E. T. Selig and Mr. C. T. Wang, State University of New York at Buffalo, Buffalo, New York, for furnishing the author with a corrected tabulation of data from tests conducted at the NASA Langley Research Center, Landing Loads Test Track, and for their permission to use these data. BG E. D. Peixotto, CE, and COL G. H. Hilt, CE, were Directors of WES during the conduct of the study and the preparation of the report. Mr. F. R. Brown was Technical Director.en_US
dc.description.sponsorshipPrepared for Assistant Secretary of the Army (R&D), Department of the Army under Project 4A061101A91Den_US
dc.description.tableofcontentsPREFACE 2 CONVERSION FACTORS, U. S. CUSTOMARY TO METRIC (SI) UNITS OF MEASUREMENT 4 PART I: INTRODUCTION 5 Background 5 Purpose 6 Scope 6 PART II: SPEED-INFLUENCED POWERED-WHEEL PERFORMANCE IN CLAY 8 Pull Performance of Single Pneumatic Tires 8 Speed Performance of Wheeled Vehicles 10 Takeoff Performance of Aircraft from Clay Runways 18 PART III: SPEED-INFLUENCED FREE-ROLLING AND BRAKED-WHEEL TIRE PERFORMANCE 22 Background 22 Test Conditions 23 Speed-Adjusted Numeric Description of Free-Rolling Tire Drag 29 Modified Reynolds Number Description of Free-Rolling Tire Drag 31 Tire Braked-Wheel Drag Performance 38 PART IV: CONCLUSIONS AND RECOMMENDATIONS 40 Conclusions 40 Recommendations 41 REFERENCES 42 TABLES 1-4 PLATES 1-13 APPENDIX A: NOTATION-
dc.format.extent69 pages / 8.686Mb-
dc.format.mediumPDF/A-
dc.language.isoen_USen_US
dc.publisherU.S. Army Engineer Waterways Experiment Stationen_US
dc.relation.ispartofseriesTechnical Report (U.S. Army Engineer Waterways Experiment Station );no. 3-652 Report 7-
dc.rightsApproved for public release; distribution is unlimited-
dc.sourceThe ERDC Library created this digital resource using one or more of the following: Zeta TS-0995, Zeutcehl OS 12000, HP HD Pro 42-in. map scanner, Epson flatbed-
dc.subjectTrafficabilityen_US
dc.subjectTiresen_US
dc.subjectSoils--Propertiesen_US
dc.titleMeasuring Soil Properties in Vehicle Mobility Research. Report 7, Behavior of Fine-Grained Soils Under High-Speed Tire Loadsen_US
dc.typeReport-
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