Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/32292
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dc.contributor.authorBlackmon, Claude A.-
dc.contributor.authorKnight, S. J. (Sterling J.)-
dc.contributor.authorRone, Carlton L.-
dc.contributor.authorMobility and Environmental Systems Laboratory (U.S.)-
dc.date.accessioned2019-03-05T22:40:18Z-
dc.date.available2019-03-05T22:40:18Z-
dc.date.issued1963-08-
dc.identifier.govdocTechnical Report No. 3-462 Report 3-
dc.identifier.urihttps://hdl.handle.net/11681/32292-
dc.descriptionTechnical Reporten_US
dc.description.abstractThe study reported herein was performed as a part of Department of the Army Project 1-T-0-21701-A-046, "Trafficability and Mobility Research, Task 1-T-0-21701-A-046-02, "Surface Mobility," by personnel of the U. S. Army Engineer Waterways Experiment Station (WES), under the general supervision of Mr. W. J. Turnbull, Chief, Soils Division; Mr. S. J. Knight, Chief, Army Mobility Research Branch; and Mr. A. A. Rula, Chief, Mobility Environmental Research Studies Branch. Mr. c. L. Rone was in charge of the test program and was assisted by Mr. V. Cassino and Mr. R. F. Ballard, Jr. Mr. J. J. Loviza of the WES Machine Shop assisted in the design and construction of the test penetrometer and in the mechanical features of the test program. Mr. C. A. Blackmon, Trafficability Section, prepared the plan of test, instructed the test personnel in the collection of the data, and performed the analysis of the data herein. This report was prepared by Messrs. Blackmon, Knight, and Rone. Col. Edmund H. Lang, CE, and Col. Alex G. Sutton, Jr., CE, were Directors of the WES during this investigation and the preparation and publication of this report. Mr. J. B. Tiffany was Technical Director.en_US
dc.description.sponsorshipThe study reported herein was performed as a part of Department of the Army Project l-T-0-21701-A-046, "Trafficability and Mobility Research, Task 1-T-0-21701-A-046-02, "Surface Mobilityen_US
dc.description.tableofcontentsPREFACE-iii SUMMARY-vii PART I: INTRODUCTION -1 Purpose and Scope-1 Definitions-2 PART II: TEST PROGRAM-4 Equipment-4 Test Sites and Soil Types-7 Test Procedures-10 Data Obtained-11 PART III: ANALYSIS OF DATA -13 Method of Analysis-13 Penetration Versus Cone Index of Surface-to-Centroid Layer-13 Penetration Versus Rating Cone Index of Surface-to- Centroid Layer-14 Penetration Versus Rating Cone Index of the 6- to 12-in. Layer-15 Average Penetration Versus Average Strength Measurements-15 Discussion of Relative Positions of Curves-16 Remolding-17 PART IV: CONCLUSIONS AND RECOMMENDATIONS -18 Conclusions -18 Recommendations-18 TABLES 1-2 PLATES 1-10-
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.3-
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.subjectSoilsen_US
dc.titleStudies of Aerial Cone Penetrometer. Report 3, Field Tests in Fine-Grained Soils, 1960en_US
dc.typeReport-
Appears in Collections:Report

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