Effect of Fine Content on the Monotonic Shear Behavior of Sand-Clay Mixtures |
Kim, Uk-Gie
(Dept. of Civil Eng., Yamaguchi Univ.)
Masayuki, Hyodo (Dept. of Civil Eng., Yamaguchi Univ.) Beak, Won-Jin (Dept. of Civil Eng., Yamaguchi Univ.) Ahn, Tae-Bong (Dept. of Civil Eng., Woosong Univ.) |
1 | Bjerrum, L. (1954), FGeotechnical properties of Norwegian marine clays Geotechnique, Vol.4, No4, pp.49-69 DOI |
2 | Larsson, R. (1980), Undrained shear strength in stability calculation of embankments and foundations on soft clays, Canadian Geotechnical Journal, Vol.17, No.4, pp.591-602 DOI ScienceOn |
3 | Adachi, M., Yasuhara, K. and Shimabukuro, A. (2000), 'Influences of sample preparation method on the behavior of non-plastic silts in undrained monotonic and cyclic triaxial tests,' Tsuchi-to-Kiso, Vol.48, No.11, 24-27 (in Japanese) |
4 | Hyodo, M., Tanimizu, H., Yasufuku, N. And Murata, H. (1994), 'Undrained cyclic and monotonic triaxial behaviour of saturated loose sand', Soils and Foundations, Vol.34, No.1, 19-32 |
5 | Mitchell, J. K. (1976), Fundamentals of soil behaviour, New York; Wiley |
6 | Hyodo, M., Yamamoto, Y. and Sugiyama, M. (1994), 'Undrained cyclic shear behavior of normally consolidated clay subjected to initial static shear stress', Soils and foundations, Vol.34, No.4, 1-11 |
7 | Kenny, T. C. (1977), Residual strengths of mineral mixtures. Proc. 9th Int. Conf. Soil Mech., Tokyo 1. 155-160 |
8 | 倉田進, 藤下利夫(1960), 砂と粘土の工學的性質に関する研究, 運輸省港灣技術研究所 報告, 第11巻, 第9号, pp.389-424 |
9 | 日本港灣協會(1989), 港灣施設の技術上の基準,同解說(上), pp.173-174 |
10 | Skempton, A.W. (1985), Residual strength of clay in landslides, folded strata and the laboratory, Geotechnique, Vol.35, No.1, pp.3-18 DOI ScienceOn |