Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/34430
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dc.contributor.authorBlackmon, Claude A.-
dc.contributor.authorStinson, Beryl G.-
dc.contributor.authorStoll, Jack K.-
dc.contributor.authorMobility and Environmental Systems Laboratory (U.S.)-
dc.date.accessioned2019-10-30T17:35:20Z-
dc.date.available2019-10-30T17:35:20Z-
dc.date.issued1970-02-
dc.identifier.govdocTechnical Report No. 3-783 Appendix D-
dc.identifier.urihttps://hdl.handle.net/11681/34430-
dc.descriptionTechnical Reporten_US
dc.description.abstractForty tests were conducted with two amphibious tracked vehicles and one amphibious wheeled vehicle at Eglin Air Force Base, Fla., and near Khon Kaen, Thailand, to determine the vehicles' capabilities for exiting closed bodies of water. Empirical relations, based on the data collected in this study and in previous studies, are presented to support the conclusions that performance of amphibious tracked and wheeled vehicles (in terms of "go-no go") in the water-land interface can be correlated with soil strength (expressed as average cone index of the 0- to 6-in. soil layer) , and that the slope-climbing ability in the water-land interface of the tracked vehicles tested compares favorably with that of the same vehicles operating on land surfaces of similar soil composition and consistency.en_US
dc.description.sponsorshipSponsored by Advanced Research Projects Agency and Directorate of Development and Engineering, U. S. Army Materiel Command, Service Agency, U. S. Army Materiel Command, Project Nos. 1V025001A131 and 1T062103A04602en_US
dc.description.tableofcontentsFOREWORD •••••• CONVERSION FACTORS, BRITISH TO METRIC UNITS OF MEASUREMENT. SUMMARY • • • • • • • • • • PART I: INTRODUCTION • Background. • • . • • • • Purpose and Scope • PART II: TEST PRCGRAM. • Location and Description of Test Sites. Vehicles Tested • • • • • • • . • • • Test Procedure and Performance Data • • • • • Site and Soil Data Obtained •••••••.•.•• Other Data Obtained • • • • • . • • • • . • • . PART III: TEST RESULTS AND ANALYSIS •. Resolution of Forces on a Slope • Tests in Coarse-Grained Soils • Tests in Fine-Grained Soils . • • Notes and Observations •••••• PART IV: CONCLUSIONS AND RECOMMENDATIONS Conclusions • • Recommendations • LITERATURE CITED. TABLES Dl-D5 PLATES Dl-D5-
dc.format.extent60 pages / 5.902Mb-
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. 3-783 app.D-
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.subjectMotor vehicles, Amphibious--Testingen_US
dc.subjectTrafficabilityen_US
dc.titleAn Analytical Model for Predicting Cross-Country Vehicle Performance. Appendix D, Peformance of Amphibious Vehicles in the Water-Land Interface (Hydrologic Geometry)en_US
dc.typeReport-
Appears in Collections:Technical Report

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