REFERENCES 



1. AETRON, "Draft of Final Report for Underwater Observation and 

 Control Platform and Vane Shear Device," Contract NBy 62179, 

 January 1968. 



2. ASTM, "Procedures for Soil Testing," December 1964. 



3. Begemann, I., "The Use of the Static Soil Penetrometer in Holland," 

 New Zealand Engineering, pp. 41-49, February 15, 1963. 



4. Brand, R. W. , "Vane Shear Test and Its Use for Strength Measurement 

 of Cohesive Soils," RILEM, Bulletin No. 36, pp. 191-196, 1967. 



5. Cadling, L. and Ostendad, S., "The Vane Borer; An Apparatus for 

 Determining the Shear Strength of Clay Soils Directly in the Ground," 

 Proceedings, Swedish Geotechnical Institute, No. 2, 1950. 



6. Dill, R. F. and Moore, D. G. , "A Diver Held Vane-Shear Apparatus," 

 Marine Geology, Vol. 3, pp. 323-327, 1966. 



7. Lambe, T. W. and VJhitman, R. V., "Soil Mechanics," John Wiley and 

 Sons, 1969. 



8. Richards, A. F., Personal Communication, 1970. 



9. Shepard, F. P., "Nomenclature Based on Sand-Silt-Clay Ratios," 

 Journal of Sedimentary Petrology, Vol. 24, pp. 151-158, 1954. 



10. Skempton, A. W. , "Vane Testing in the Alluvial Plain of the River 

 Forth Near Gangemouth, Geotechnique, Vol. 1, pp. 111-124, 1948. 



11. Skempton, A. W. , "The Bearing Capacity of Clays," Proceedings, 

 British Building Research Congress, pp. 180-189, 1951. 



12. Waterways Experiment Station, "The Unified Soil Classification 

 System," Technical Memorandum No. 3-357, April 1960. 



13. U. S. Naval Civil Engineering Laboratory. Technical Report R-537; 

 "In-Situ Seafloor Plate Bearing Device: A Performance Evaluation," 

 by Kretschmer, T. R. , Port Hueneme, California, June 1967. 



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