Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/32285
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dc.contributor.authorMobility and Environmental Systems Laboratory (U.S.)-
dc.date.accessioned2019-03-05T20:01:11Z-
dc.date.available2019-03-05T20:01:11Z-
dc.date.issued1957-07-
dc.identifier.govdocTechnical Report No. 3-462 Report 1-
dc.identifier.urihttps://hdl.handle.net/11681/32285-
dc.descriptionTechnical Reporten_US
dc.description.abstractThe study reported herein was performed as part of the Corps of Engineers Project 8-70-05-100, "Mobility of the Army," Subproject 8-70-05-101, "Trafficability of Soils as Related to the Mobility of Military Vehicles." The study was conducted at the Waterways Experiment Station under the supervision of Messrs. W. J. Turnbull, C. R. Foster, A. A. Maxwell, and S. J. Knight, by personnel of the Army Mobility Research Center, Soils Division. Engineer in charge of the tests was Mr. A. B. Thompson, assisted by Messrs. M. D. Beasley and C. A. Blackmon, engineering aides. Mr. John J. Loviza of the WES machine shop assisted in the design and construction of the test penetrometer and in the mechanical features of the testing program. This report was written by Mr. Knight assisted by Mr. Blackmon who performed the major portion of the data analyses. Dr. A. A. Warlam, consultant, contributed greatly to the study by his suggestions for conduct of the tests, explanation of the mechanics principles involved, analysis of the data, and review of the report. The report was also reviewed prior to publication by Mr. C. E. Molineux of the Air Force Cambridge Research Center.en_US
dc.description.sponsorshipThe study reported herein was performed as part of the Corps of Engineers Project 8-70-05-100, "Mobility of the Army," Subproject 8-70-05-101, "Trafficability of Soils as Related to the Mobility of Military Vehicles."en_US
dc.description.tableofcontentsPREFACE-iii SUMMARY-vii PART I: INTRODUCTION-1 Background of This Study-1 Applications of Aerial Cone Penetrometer-2 Objective and Scope of This Study-3 PARI' II : EQUIPMENT, PROCEDURES, AND DATA -4 Test Equipment and Material-4 Test Procedures-8 Data Obtained -9 PART III : ANALYSIS OF DATA-14 Exploratory Tests-14 Verifying Tests -18 PART IV: DISCUSSION AND EVALUATION OF DATA-25 Method of Presenting Data-25 Evaluation-25 Further Work Needed-25 PART V : CONCLUSIONS AND RECOMMENDATIONS-27 TABLES 1-2-
dc.format.extent41 pgs / 4.535Mb-
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. 3-462 rept.1-
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.subjectPenetrometers--Testingen_US
dc.subjectSoil penetration testen_US
dc.titleStudies of Aerial Cone Penetrometer. Report 1, Laboratory Study of Mechanical Principlesen_US
dc.typeReport-
Appears in Collections:Technical Report

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