Influence of Peripheral Velocity on Vane Shear Strength of an Artificial Clay

Geotechnical Testing Journal

Volumn 24, Issue 4, 2001, Pages 423-429

  Biscontin, Giovanna ^a   Pestana, Juan M ^a  

^a UNIVERSITY OF CALIFORNIA   (United States)

Author keywords

Field vane test; Rate effect; Undrained shear strength

Indexed keywords

BENTONITE; KAOLINITE; SHEARING; SHEARING MACHINES; SOFTWARE TESTING; TESTING;

FIELD VANE TEST; PERIPHERAL VELOCITY; RATE EFFECTS; RESIDUAL SHEAR STRENGTH; STORM WAVE LOADING; STRENGTH INCREASE; UNDRAINED SHEAR STRENGTH; UNDRAINED STRENGTH;

SHEAR FLOW;

EID: 0042414068     PISSN: 01496115     EISSN: None     Source Type: Journal    
DOI: 10.1520/gtj11140j     Document Type: Article

References (16)

1. Aas, G., 1965, "Study of the Effect of Vane Shape and Rate of Strain on Measured Values of In Situ Shear Strength of Clays," Proc. 6th Int. Conf. on Soil Mech. Found. Engng., Montreal, Vol I., pp. 141-145.
2. Biscontin, G. and Pestana, J. M., 1999, "Influence of Peripheral Velocity on Undrained Shear Strength and Deformability Characteristics of a Bentonite-Kaolinite Mixture," Research Report UCB/GT/99-19, Dep. of Civil and Envir. Engng., University of California, Berkeley.
3. Blight, G. E., 1968, "A Note on Field Vane Testing of Silty Soils," Can. Geotech. J., Vol. 5, No. 3, pp. 142-149.
4. Cadling, L. and Odenstad, S., 1950, "The Vane Borer: an Apparatus for Determining the Shear Strength of Clay Soils Directly in the Ground," Royal Swedish Geotechnical Institute, Proceedings, Vol. 2, pp. 1-87.
5. Flaate, K., 1966, "Factors Influencing the Results of Vane Tests," Can. Geotech. J., Vol. 3, No. 1, pp. 18-31.
6. Halwachs, J. E., 1972, "Analysis of Sediment Shear Strength at Varying Rates of Shear," United States Naval Academy, Trident Scholar Project Report, TSPR 28.
7. Migliori, H. J. and Lee, H. J., 1971, "Seafloor Penetration Tests: Presentation and Analysis of Results," US Naval Civil Engng Labor., Tech. Note N-1178.
8. Perlow, M. and Richards, A. F., 1977, "Influence of Shear Velocity on Vane Shear Strength," J. Geotech. Engng. Div., ASCE, 103 (GT1), pp. 19-32.
9. Roy, M. and LeBlanc, A., 1988, "The In-Situ Measurement of the Undrained Shear Strength of Clays Using the Field Vane," Vane Shear Strength Testing in Soils: Field and Laboratory Studies, ASTM STP 1014, A. F. Richards, Ed., Philadelphia, pp. 117-128.
10. Schapery, R. A. and Dunlap, W. A., 1978, "Prediction of Storm-Induced Sea Bottom Movement and Platform Forces," 10th Offshore Tech. Conf., Houston, OTC No. 3259.
11. Sharifounnasab, M. and Ullrich, R. C., 1985, "Rate of Shear Effects on Vane Shear Strength," J. Geotech. Engng., ASCE, Vol. 111, No. 1, pp. 135-139.
12. Sheahan, T. C., Ladd, C. C., and Germaine, J. T., 1996, "Rate-Dependent Undrained Shear Behavior of Saturated Clay, J. Geotech. Engng., ASCE, Vol. 122, No. 2, pp. 99-108.
13. Skempton, A. W., 1948, "Vane Tests in the Alluvial Plain of the River Forth near Grangemouth," Géotechnique, Vol. 1, No. 2, pp. 111-124.
14. Smith, A. D. and Richards, A. F., 1975, "Vane Shear Strength at Two High Rotation Rates," ASCE, Proceedings, Civil Engineering in the Oceans III, Delaware, Vol. 1, pp. 421-433.
15. Torstensson, B. A., 1977, "Time-Dependent Effects in the Field Vane Test," Int. Symposium on Soft Clay, Bangkok, pp. 387-397.
16. Wiesel, C. E., 1973, "Some Factors Influencing in-Situ Vane Tests Results," Proc. 8th Int. Conf. Soil Mech. & Found. Engng., Moscow, Vol. 1.2, pp. 475-479.