Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/28990
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dc.contributor.authorTurnage, Gerald W.-
dc.contributor.authorMobility and Environmental Systems Laboratory (U.S.)-
dc.date.accessioned2018-09-04T17:57:31Z-
dc.date.available2018-09-04T17:57:31Z-
dc.date.issued1974-07-
dc.identifier.govdocTechnical Report No. 3-652 Report 6-
dc.identifier.urihttp://hdl.handle.net/11681/28990-
dc.descriptionTechnical Reporten_US
dc.description.abstractThe study reported herein was funded by Department of the Army Project 4A061101A91D, "In-House Laboratory Independent Research," sponsored by the Assistant Secretary of the Army (R&D). The major portion of the study was conducted during 1972-73, although some results are presented for the first time from tests conducted several years earlier. The project was conceived by Mr. G. W. Turnage of the 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). The test program was accomplished by personnel of the MRMB and the Mobility Investigations Branch (MIB) under the general supervision of Mr. W. G. Shockley, Chief of MESL, and Mr. A. A. Rula, Chief of MSD, and under the direct supervision of Mr. C. J. Nuttall, Jr., Chief of MRMB, and Mr. E. S. Rush, Chief of MIB. The hitherto unreported data were obtained under the direction of Mr. L. J. Lanz, formerly of WES. All other phases of the study were directed by Mr. Turnage, MRMB, who prepared this report. BG E. D. Peixotto, CE, and COL G. H. Hilt, CE, were Directors of the WES during.conduct of this study and preparation of the report. Mr. F. R. Brown was Technical Director.en_US
dc.description.sponsorshipSponsored by Assistant Secretary of the Army (R&D), Department of the Army, Project No. 4A061101A91Den_US
dc.description.tableofcontentsFOREWORD iii NOTATION vii CONVERSION FACTORS, METRIC TO BRITISH UNITS OF MEASURE:MENT xi SUMMARY xiii PART I: INTRODUCTION 1 Background1 Purpose 2 Scope 2 PART II: HIGH-SPEED VERTICAL PENETRATIONS WITH CONES AND PLATES IN AIR-DRY SAND 4 Test Sand and Its Preparation 4 Test Equipment 6 Test Procedures 10 Analysis of Data 13 PART III: LOW-SPEED VERTICAL CONE PENETRATIONS IN DRYTO- MOIST SAND 27 Test Sand and Its Preparation 27 Test Equipment 27 Test Procedures 28 Analysis of Data 29 PART IV: HORIZONTAL PENETRATION TESTS WITH PROBES IN AIR-DRY SAND 33 Test Sand and Its Preparation 33 Test Equipment 33 Test Procedures and Data Reduction 34 Performance of Cones and Plane Blades in Sand 35 PART V: CONCLUSIONS AND RECOMMENDATIONS 48 Conclusions 48 Recommendations 49 LITERATURE CITED 50 TABLES 1-5 PLATES 1-18-
dc.format.mediumPDF/A-
dc.format.medium112 pages / 11.80Mb-
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 6-
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.subjectSoils--Testingen_US
dc.subjectSoils--Mechanicsen_US
dc.titleMeasuring Soil Properties in Vehicle Mobility Research. Report 6, Resistance of Coarse-Grained Soils to High-Speed Penetrationen_US
dc.typeReport-
Appears in Collections:Technical Report

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