Mobile QR Code QR CODE : Journal of the Korean Society of Civil Engineers
1 
ASTM D2573-08 (2008). “Standard test method for field vane shear test in cohesive soil.” Section for construction, Vol. 04.08, D2573-08.ASTM D2573-08 (2008). “Standard test method for field vane shear test in cohesive soil.” Section for construction, Vol. 04.08, D2573-08.Google Search
2 
ASTM D4648-00 (2000). “Standard test method for laboratory miniature vane shear test for saturated fine-grained clayey soil.” Section for construction, Vol. 04.08, D4648-00.ASTM D4648-00 (2000). “Standard test method for laboratory miniature vane shear test for saturated fine-grained clayey soil.” Section for construction, Vol. 04.08, D4648-00.Google Search
3 
Bjerrum, L. (1972). “Embankments on soft ground.” ASCE Specialty Conference on Performance of Earth and Earth-supported Structures, Lafayette, Ind., Vol. 2, pp. 1-54.Bjerrum, L. (1972). “Embankments on soft ground.” ASCE Specialty Conference on Performance of Earth and Earth-supported Structures, Lafayette, Ind., Vol. 2, pp. 1-54.Google Search
4 
Burmister, D. M. (1956). “Discussion symposium on vane shear testing of soils.” ASTM Special Technical Publication, No. 193.Burmister, D. M. (1956). “Discussion symposium on vane shear testing of soils.” ASTM Special Technical Publication, No. 193.Google Search
5 
Cadling, L. and Odenstad, S. (1950). “The vane borer.” Proceedings, No. 2, Royal Swedish Geotechnical Institute. Cadling, L. and Odenstad, S. (1950). “The vane borer.” Proceedings, No. 2, Royal Swedish Geotechnical Institute.Google Search
6 
Crawford, C. B. and Eden, W. J. (1965). “A comparison of laboratory results with in-situ. Properties of Leda Clay.” Proc. of 6th ICSMFE, Vol. 1.Crawford, C. B. and Eden, W. J. (1965). “A comparison of laboratory results with in-situ. Properties of Leda Clay.” Proc. of 6th ICSMFE, Vol. 1.Google Search
7 
Evans, I. and Sherratt, G. G. (1948). “A simple and convenient instrument for measuring the shearing resistance of clay soils.” Journal of Scientific Instruments and of Physics in Industry, Vol. 25, No. 12, pp. 412-415.10.1088/0950-7671/25/12/306Evans, I. and Sherratt, G. G. (1948). “A simple and convenient instrument for measuring the shearing resistance of clay soils.” Journal of Scientific Instruments and of Physics in Industry, Vol. 25, No. 12, pp. 412-415.DOI
8 
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.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.Google Search
9 
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).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).Google Search
10 
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).10.7843/kgs.2012.28.3.15Park, 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
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.Wilson, N. E. (1963). “Laboratory vane shear tests and the influence of pore-water stresses.” ASTM Special Technical Publication, No. 351, pp. 44-52.Google Search
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. 46-67.10.1520/stp10321sYoung, 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.DOI