Abstract
An investigation was conducted to determine the variability of borehole shear test results obtained in testing soft and medium consistency marine clays. A statistical comparison of the results of stage tests obtained by different operators at two test depths at a research site is made. An additional comparison of the results obtained from stage tests and fresh shearing and a brief discussion of the linearity of both types of tests is also made. A short summary discussing the applicability of the results is also presented.
Issue Section:
Research Papers
References
1.
Wineland
, J. D.
, “Borehole Shear Device
,” Proceedings of the Conference on In Situ Measurement of Soil Properties
, Vol. 1
, American Society of Civil Engineers
, 1976
, pp. 511
-522
.2.
Lutenegger
, A. J.
, Remmes
, B. D.
, and Handy
, R. L.
, “Borehole Shear Test for Stiff Soils
,” Journal of the Geotechnical Engineering Division, Proceedings of the American Society of Civil Engineers
, Vol. 104
, 1978
, pp. 1403
-1407
.3.
Lutenegger
, A. J.
and Hallberg
, G. R.
, “Borehole Shear Test in Geotechnical Investigations
,” Laboratory Shear Strength of Soil
, STP 740, American Society for Testing and Materials
, Philadelphia
, 1981
, pp. 566
-578
.4.
Demartinencourt
, J. P.
and Bauer
, G. E.
, “The Modified Borehole Shear Device
,” Geotechnical Testing Journal
0149-6115, Vol. 6
, No. 1
, 03
1983
, pp. 24
-29
.5.
Handy
, R. L.
, Schmertmann
, J. H.
, and Lutenegger
, A. J.
, “Borehole Shear Tests in a Shallow Marine Environment
,” Strength Testing of Marine Sediments: Laboratory and In-Situ Measurements
, STP 883, American Society for Testing and Materials
, Philadelphia
, 1985
, pp. 140
-153
.6.
Bauer
, G. E.
, Selvadurai
, A. P. S.
, and Demartinecourt
, J. P.
, “Measurement of the In Situ Strength Properties of Champlain Sea Clay with the Modified Borehole Shear Device
,” 33rd Canadian Geotechnical Conference
, Calgary, Alberta, Canada
, 09
1980
.7.
Lumb
, P.
, “Application of Statistics in Soil Mechanies
,” Soil Mechanics—New Horizons
, Lee
I. K.
, Ed., Newnes-Butterworths
, London
, 1974
, Chapter 3.8.
Burke
, H. H.
and Davis
, W. L.
, “Physical Properties of Marine Clay and their Effect on the Grass River Lock Excavation
,” Proceedings of the 4th International Conference on Soil Mechanics and Foundation Engineering
, Vol. 2
, 1957
, pp. 301
-304
.9.
Bazett
, D. J.
, Adams
, J. I.
, and Matyas
, E. L.
, “An Investigation of Slide in a Test Trench Excavated in Fissured Sensitive Marine Clay
,” Proceedings of the 5th International Conference on Soil Mechanics and Foundation Engineering
, Vol. 1
, 1961
, pp. 431
-435
.10.
Lee
, I. K.
, White
, W.
, and Ingles
, O. G.
, Geotechnical Engineering
, Pitman Publishers
, Boston, MA
, 1983
.11.
Lumb
, P.
, “Statistical Methods in Soil Investigations
,” Proceedings of the 5th Australia-New Zealand Conference
, 1967
, pp. 26
-33
.
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