Please use this identifier to cite or link to this item:
https://hdl.handle.net/11681/32292
Title: | Studies of Aerial Cone Penetrometer. Report 3, Field Tests in Fine-Grained Soils, 1960 |
Authors: | Blackmon, Claude A. Knight, S. J. (Sterling J.) Rone, Carlton L. Mobility and Environmental Systems Laboratory (U.S.) |
Keywords: | Penetrometers--Testing Soils |
Publisher: | U.S. Army Engineer Waterways Experiment Station |
Series/Report no.: | Technical Report (U.S. Army Engineer Waterways Experiment Station);no. 3-462 rept.3 |
Abstract: | The 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. |
Description: | Technical Report |
Gov't Doc #: | Technical Report No. 3-462 Report 3 |
Rights: | Approved for public release; distribution is unlimited |
URI: | https://hdl.handle.net/11681/32292 |
Types of Materials: | PDF/A |
Appears in Collections: | Technical Report |
Files in This Item:
File | Description | Size | Format | |
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Technical Report No 3-462 Rept 3.pdf | 4.92 MB | Adobe PDF | ![]() View/Open |