Ahn, B. H. (2002). A study on the characteristics of the jumunjin standard sand by triaxial compression tests, M.Eng. Dissertation, Changwon University (in Korean).Ahn, B. H. (2002). A study on the characteristics of the jumunjin standard sand by triaxial compression tests, M.Eng. Dissertation, Changwon University (in Korean).

Arthur, J. R. F. and Dalili, A. (1979). “On the lubrication of rubber surfaces.” Geotechnique, Vol. 29, No. 1, pp. 96-98.10.1680/geot.1979.29.1.96Arthur, J. R. F. and Dalili, A. (1979). “On the lubrication of rubber surfaces.” Geotechnique, Vol. 29, No. 1, pp. 96-98.

Bae, S. H. (2002). Deformation and strength characteristics of jumunjin standard sand by triaxial tests, M.Eng. Dissertation, Changwon University (in Korean).Bae, S. H. (2002). Deformation and strength characteristics of jumunjin standard sand by triaxial tests, M.Eng. Dissertation, Changwon University (in Korean).

Bolton, M. D. (1986). “The strength and dilatancy of sands.” Geotechnique, Vol. 36, No. 1, pp. 65-78.10.1680/geot.1986.36.1.65Bolton, M. D. (1986). “The strength and dilatancy of sands.” Geotechnique, Vol. 36, No. 1, pp. 65-78.

Cha, B. G. (2010). Unsaturated shear strength characteristics of Nak-Dong river silty sand, M.Eng. Dissertation, Kyungpook University (in Korean).Cha, B. G. (2010). Unsaturated shear strength characteristics of Nak-Dong river silty sand, M.Eng. Dissertation, Kyungpook University (in Korean).

Fukushima, S. and Tatsuoka, F. (1984). “Strength and deformation characteristics of saturated sand as extremely low pressures.” Soils and Foundations, Japanese Geotechnical Society, Vol. 24, No. 4, pp. 30-48.Fukushima, S. and Tatsuoka, F. (1984). “Strength and deformation characteristics of saturated sand as extremely low pressures.” Soils and Foundations, Japanese Geotechnical Society, Vol. 24, No. 4, pp. 30-48.

Hetter, A. and Vardoulakis, I. (1984). “Behaviour of dry sand tested in a large triaxial apparatus.” Geotechnique, Vol. 34, No. 2, pp. 183-198.10.1680/geot.1984.34.2.183Hetter, A. and Vardoulakis, I. (1984). “Behaviour of dry sand tested in a large triaxial apparatus.” Geotechnique, Vol. 34, No. 2, pp. 183-198.

Ju, J. W., Park, C. S. and Choi, H. N. (1998). “Triaxial test of Jumunjin standard sand according to the relative density.” Proceeding of 1998 Annual Conference, Vol. 1998, No. 2, pp. 73-76 (in Korean).Ju, J. W., Park, C. S. and Choi, H. N. (1998). “Triaxial test of Jumunjin standard sand according to the relative density.” Proceeding of 1998 Annual Conference, Vol. 1998, No. 2, pp. 73-76 (in Korean).

Jung, K. J. (2002). A study on the shear characteristics of a sand by constant volume triaxial compression test, M.Eng. Dissertation, Honam University (in Korean).Jung, K. J. (2002). A study on the shear characteristics of a sand by constant volume triaxial compression test, M.Eng. Dissertation, Honam University (in Korean).

Kim, H. J., Lee, K. S. and Lee, J. H. (2005). “Strength and stiffness of silty sands with different over consolidation ratios and water contents.” Journal of the Korean Geotechnical Society, Vol. 21, No. 9, pp. 53-72 (in Korean).Kim, H. J., Lee, K. S. and Lee, J. H. (2005). “Strength and stiffness of silty sands with different over consolidation ratios and water contents.” Journal of the Korean Geotechnical Society, Vol. 21, No. 9, pp. 53-72 (in Korean).

Lee, Y. S. (2002). “An experimental study on the effect of stress path on the shear strength of sand.” Journal of the Korean Society of Civil Engineers, Vol. 22, No. 3, pp. 345-354 (in Korean).Lee, Y. S. (2002). “An experimental study on the effect of stress path on the shear strength of sand.” Journal of the Korean Society of Civil Engineers, Vol. 22, No. 3, pp. 345-354 (in Korean).

Park, C. S. (1997). “Anisotropy in strength and deformation properties of a variety of sands by plane strain compression tests(I).” Journal of the Korean Geotechnical Society, Vol. 13, No. 5, pp. 5-18 (in Korean).Park, C. S. (1997). “Anisotropy in strength and deformation properties of a variety of sands by plane strain compression tests(I).” Journal of the Korean Geotechnical Society, Vol. 13, No. 5, pp. 5-18 (in Korean).

Park, C. S. (1998). “Anisotropy in strength and deformation properties of a variety of sands by plane strain compression tests(II).” Journal of the Korean Geotechnical Society, Vol. 14, No. 4, pp. 33-45 (in Korean).Park, C. S. (1998). “Anisotropy in strength and deformation properties of a variety of sands by plane strain compression tests(II).” Journal of the Korean Geotechnical Society, Vol. 14, No. 4, pp. 33-45 (in Korean).

Park, C. S. and Jang, J. W. (1998). “Lubrication of specimen ends for granular materials in element tests.” Journal of the Korean Society of Civil Engineers, Vol. 18, No. 3-5, pp. 689-698 (in Korean).Park, C. S. and Jang, J. W. (1998). “Lubrication of specimen ends for granular materials in element tests.” Journal of the Korean Society of Civil Engineers, Vol. 18, No. 3-5, pp. 689-698 (in Korean).

Park, C. S. and Jang, J. W. (2001). “A study of a variety of sands in poission’s ratio by plane strain compression tests.” Journal of the Korean Society of Civil Engineers, Vol. 21, No. 6-C, pp. 671-680 (in Korean).Park, C. S. and Jang, J. W. (2001). “A study of a variety of sands in poission’s ratio by plane strain compression tests.” Journal of the Korean Society of Civil Engineers, Vol. 21, No. 6-C, pp. 671-680 (in Korean).

Park, C. S. and Jang, J. W. (2002). “A study of a variety of sands in stress-dilatancy relationships.” Journal of the Korean Geotechnical Society, Vol. 18, No. 1, pp. 41-48 (in Korean).Park, C. S. and Jang, J. W. (2002). “A study of a variety of sands in stress-dilatancy relationships.” Journal of the Korean Geotechnical Society, Vol. 18, No. 1, pp. 41-48 (in Korean).

Park, C. S., Tatsuoka, F., Jang, J. W. and Chung, S. G. (1994). “Confining pressure-dependency on deformation and strength properties of sands in plane strain compression.” Journal of the Korean Society of Civil Engineers, Vol. 14, No. 3, pp. 543-551 (in Korean).Park, C. S., Tatsuoka, F., Jang, J. W. and Chung, S. G. (1994). “Confining pressure-dependency on deformation and strength properties of sands in plane strain compression.” Journal of the Korean Society of Civil Engineers, Vol. 14, No. 3, pp. 543-551 (in Korean).

Raju Baiju (2008). A study on deformation characteristics of standard joomunjin sand in triaxial tests, M.Eng. Dissertation, Chonbuk University.Raju Baiju (2008). A study on deformation characteristics of standard joomunjin sand in triaxial tests, M.Eng. Dissertation, Chonbuk University.

Rowe, P. W. and Barden, L. (1964). “Importance of free ends in trixial testing.” Journal of Soil Mechanics & Foundations Div., ASCE, Vol. 90, No. SM1, pp. 1-27.Rowe, P. W. and Barden, L. (1964). “Importance of free ends in trixial testing.” Journal of Soil Mechanics & Foundations Div., ASCE, Vol. 90, No. SM1, pp. 1-27.

Seok, J. S. (2008). A study on the stress-dilatancy of domestic sands by the triaxial compression test, Ph.D. Dissertation, Changwon University (in Korean).Seok, J. S. (2008). A study on the stress-dilatancy of domestic sands by the triaxial compression test, Ph.D. Dissertation, Changwon University (in Korean).

Seong, Y. H. (2010). Triaxial compression characteristics of unsaturated silty sands, M.Eng. Dissertation, Yeungnam University (in Korean).Seong, Y. H. (2010). Triaxial compression characteristics of unsaturated silty sands, M.Eng. Dissertation, Yeungnam University (in Korean).

Song, H. D. (2010). Triaxial compression characteristics of unsaturated sands with particle size distribution, M.Eng. Dissertation, Yeungnam University (in Korean).Song, H. D. (2010). Triaxial compression characteristics of unsaturated sands with particle size distribution, M.Eng. Dissertation, Yeungnam University (in Korean).

Tatsuoka, F., Molenkamp, F., Torii, T. and Hino, T. (1984). “Behaviour of lubrication layers of platens in element tests.” Soils and Foundations, Japanese Geotechnical Society, Vol. 24, No. 1, pp. 113-128.Tatsuoka, F., Molenkamp, F., Torii, T. and Hino, T. (1984). “Behaviour of lubrication layers of platens in element tests.” Soils and Foundations, Japanese Geotechnical Society, Vol. 24, No. 1, pp. 113-128.

Tatsuoka, F., Sakamoto, M., Kawamura, T. and Fkushima, S. (1986). “Strength and deformation characteristics of sand in plane strain compression at extremely low pressures.” Soils and Foundations, Japanese Geotechnical Society, Vol. 26, No. 1, pp. 65-84.Tatsuoka, F., Sakamoto, M., Kawamura, T. and Fkushima, S. (1986). “Strength and deformation characteristics of sand in plane strain compression at extremely low pressures.” Soils and Foundations, Japanese Geotechnical Society, Vol. 26, No. 1, pp. 65-84.