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Farrent, T. A. (1960). "The interpretation of vane tests in soils having friction." Proc. of 3rd Australia-New Zealand Conf. on Soil Mechanics and Foundation Engineering, pp. 81-88.
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Kim, Y. S. and Kim, D. M. (2009). "Characteristics of friction angles between the nak-dong river sand and construction materials by direct shear test." Journal of the Korean Geotechnical Society, Vol. 25, No. 4, pp. 105-112 (in Korean).
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Park, S. S., Choi, S. G. and Kim, D. R. (2012). "Effect of specimen size on undrained and drained shear characteristics of granular soils." Journal of the Korean Geotechnical Society, Vol. 28, No. 3, pp. 15-23 (in Korean).
DOI
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11 |
Wilson, N. E. (1963). "Laboratory vane shear tests and the influence of pore-water stresses." ASTM Special Technical Publication, No. 351, pp. 44-52.
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12 |
Young, A. G., McClelland, B. and Quiros, G. W. (1988), "In-situ vane shear testing at sea." ASTM Special Technical Publication, No. 1014, pp. 46-67.
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