Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/32266
Full metadata record
DC FieldValueLanguage
dc.contributor.authorPatin, Thomas R.-
dc.contributor.authorMobility and Environmental Systems Laboratory (U.S.)-
dc.date.accessioned2019-03-05T14:22:46Z-
dc.date.available2019-03-05T14:22:46Z-
dc.date.issued1972-04-
dc.identifier.govdocTechnical Report No.3-666 Report 7-
dc.identifier.urihttps://hdl.handle.net/11681/32266-
dc.descriptionTechnical Reporten_US
dc.description.abstractThe study reported herein was conducted to determine whether the sand mobility number that had been developed for circular-cross-section tires operating in a particular coarse-grained, air-dry soil could be used to predict the performance of rectangular cross-section tires in the same or a second coarse-grained, air-dry soil. Five rectangular-section tires were tested in each of two coarse-~rained soils, a desert sand from Yuma, Arizona, and a mortar-type sand from a river deposit near Vicksburg, Mississippi. The data collected in these tests were compared with relations previously developed from tests with circular-section tires in air-dry Yuma sand. Analysis of test results showed that the existing sand mobility number can be used to predict the performance of rectangular-section tires in both test sands.en_US
dc.description.sponsorshipSponsored by Directorate of Research, Development and Engineering, U.S. Army Materiel Command Project I T062 I 03A046, Task 03en_US
dc.description.tableofcontentsFOREWORD-iii NOTATION .vii CONVERSION FACTORS, METRIC TO BRITISH UNITS OF MEASUREMENT--ix PART I: INTRODUCTION -1 Background-1 Purpose-1 Scope-1 Definitions-2 PART II: SOILS, TIRES, AND TEST PROCEDURES -3 Tires-3 Test Procedures -4 PART III: PRESENTATION AND ANALYSIS OF DATA -5 Data Used-5 Tests in Yuma Sand-5 Tests in Mortar Sand-8 Relative Density Consideration-10 PART IV: CONCLUSIONS AND RECOMMENDATIONS-12 Conclusions-12 Recommendations -13 LITERATURE CITED-14 TABLES 1-3 PLATES 1-8-
dc.format.extent51 pgs / 4.189Mb-
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.3-666 rept.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.subjectSoilsen_US
dc.titlePerformance of Soils under Tire Loads. Report 7, Extension of Mobility Prediction Procedures to Rectangular-Cross-Section Tires in Coarse-Grained Soilen_US
dc.typeReport-
Appears in Collections:Technical Report

Files in This Item:
File Description SizeFormat 
Technical Report No 3-666 Rept 7.pdf4.29 MBAdobe PDFThumbnail
View/Open