Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/32317
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dc.contributor.authorGreen, A. J. (Andrew J.)-
dc.contributor.authorMobility and Environmental Systems Laboratory (U.S.)-
dc.date.accessioned2019-03-07T16:54:11Z-
dc.date.available2019-03-07T16:54:11Z-
dc.date.issued1961-08-
dc.identifier.govdocTechnical Report No. 3-516 Report 2-
dc.identifier.urihttps://hdl.handle.net/11681/32317-
dc.descriptionTechnical Reporten_US
dc.description.abstractThis report presents results of a study of the influence of soil strength, tire-inflation pressure, and other factors on the deflection of moving tires. The study was conducted at the U. S. Army Engineer Waterways Experiment Station as part of Corps of Engineers Subproject 8S70-05-001-03, "Mobility Fundamentals and Model Studies" (formerly Subproject 8-70-05-400, "Trafficability of Soils as Related to the Mobility of Military Vehicles"). The tests were made by personnel of the Army Mobility Research Center, Soils Division, under the supervision of Messrs. W. J. Turnbull, S. J. Knight, and D. R. Freitag. Mr. G. c. Downing, of the Waterways Experiment Station Instrumentation Branch, assisted in the design and supervision of construction of the special test instruments and was in charge of the measurement of the deflection data. Mr. A. J. Green, Jr., had the primary responsibility for conduct of the tests and preparation of this report. Director of the Waterways Experiment Station during the course of the investigation and the preparation of this report was Col. Edmund H. Lang, CE. Technical Director was Mr. J. B. Tiffany.en_US
dc.description.sponsorshipThe study was conducted at the U. S. Army Engineer Waterways Experiment Station as part of Corps of Engineers Subproject 8S70-05-001-03, "Mobility Fundamentals and Model Studies "(formerly Subproject 8-70-05-400, "Trafficability of Soils as Related to the Mobility of Military Vehicles").en_US
dc.description.tableofcontentsPREFACE-iii SUMMARY-vii PART I: PURPOSE AND SCOPE OF STUDY-1 PART II: TEST AREAS AND EQUIPMENT-2 Test Areas -2 Equipment-3 PART III: TEST PROGRAM-8 Dynamic Tests-8 Static Tests-10 Additional Data-11 Presentation of Data-11 PART IV: DISCUSSION OF TEST RESULTS-13 Typical Deflection Patterns -13 Deflection on an Unyielding Surface-14 Deflection in Coarse-Grained Soil -16 Deflection in Fine-Grained Soils-17 Effect of Type of Surface on Tire Deflection -19 PART V: CONCLUSIONS AND RECOMMENDATIONS -21 Conclusions-21 Recommendations-21 LIST OF REFERENCES-23 TABLES 1-7 PLATES 1-12-
dc.format.extent56 pgs / 2.955Mb-
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. 3-516 rept.2-
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.subjectTires--Testingen_US
dc.subjectTrafficabilityen_US
dc.subjectSoilsen_US
dc.titleDeflection of Moving Tires. Report 2, Tests with a 12.00-22.5 Tubeless Tire on Asphaltic Concrete, Sand, and Silt, 1959-1960en_US
dc.typeReport-
Appears in Collections:Technical Report

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