Investigation of shear characteristics of natural sands in Japan

Soils and Foundations

Volumn 39, Issue 1, 1999, Pages 113-120

  Fukumoto, Takeaki ^a   Sumisaki, Nobuyuki ^b  

^a RITSUMEIKAN UNIVERSITY   (Japan)

^b Himeji City Aquarium   (Japan)

Author keywords

Natural sand; Sand classification; Shear characteristics; Triaxial compression test; Void ratio (IGC: D6 D1)

Indexed keywords

EID: 24044538990     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.39.113     Document Type: Article

References (19)

1. Dickin, E. A. (1973): "Influence of grain shape and size upon the limiting porosities of sands," ASTM, STP523, pp. 113-120.
2. Farouki, O. T. and Winterkorn, H. F. (1964): "Mechanical properties of granular systems," Highway Research Record, No. 52, pp. 10-42.
3. Fukumoto, T. (1969): "Effects of grain size and grading on the shearing behaviours of sand," Proc., 4th Annual Meeting of JSSMFE, pp. 475-480 (in Japanese).
4. Fukumoto, T. (1982): "Utility of the maximum and minimum void ratios as classification characteristics of sand," 37th Annual Conf. of JSCE, pp. 635-636 (in Japanese).
5. Ishihara, K. and Watanabe, T. (1972): "Influence of gradation and void ratio on the liquefaction of saturated soil," 7th Annual Meeting of JSSMFE, pp. 313-316 (in Japanese).
6. Kansai Branch of JSSMFE (1985): Introduction to Soil Mechanics, pp. 76-94 (in Japanese).
7. Kezdi, A. (1964): Discussion on "Mechanical properties of granular systems," by Farouki and Winterkorn, Highway Research Record, No. 52, pp. 42-59.
8. Mackey, R. D. (1965): "The measurement of particle shape," Civil Eng. and Public Works Review, Vol. 60, No. 703, pp. 211-214.
9. Miyamori, K, (1978): "Influence of gradation on the maximum and minimum void ratios of sand," 13th Annual Meeting of JSSMFE, pp. 141-144 (in Japanese).
10. Mogami, T. (1965a): "A statistical approach to the mechanics of granular materials," Soils and Foundations, Vol. 5, No. 2, pp. 26-36.
11. Mogami, T. (1965b): "A statistical theory of mechanics of granular materials," J. of Faculty of Engrg., Univ. of Tokyo, Ser. (B), vol. 28, No. 2, pp. 65-79.
12. Moroto, N. (1982): "An application of Mogami's strength formular to the classification of granular soils," Soils and Foundations, Vol. 22, No. 1, pp. 82-90.
13. Moroto, N. and Shimobe, S. (1993): "Compactive measure of cohesionless soils," Proc. of the Conference Engineered Fills., 93 Thomas Telford, pp. 205-213.
14. Oda, M., Enomoto, F. and Suzuki, T. (1971): "Influence of grain shape and texture on the engineering properties of sand," Tsuchito-Kiso, JSSMFE, Vol. 19, No. 2, pp. 5-12 (in Japanese).
15. Rowe, P. W. (1962): "The stress-dilatancy relation for static equilibrium of an assembly of particles in contact," Proc. Royal Society London, Series A, Vol. 269, pp. 500-527.
16. min diagram," JSSMFE Symp., pp. 49-54.
17. Shimobe, S. and Moroto, N. (1995): "A new classification chart for sand liquefaction," Proc. of the 1st. Int. Conf. on Earthquake Geotechnical Engrg., Vol. 1, A. A. Balkema, pp. 315-320.
18. Tachimoto, T. (1981): "Influence of gradation and grain shape on the maximum and minimum void ratios of sandy soil," Proc. Symp. on Relative Density of Sand, JSSMFE, pp. 71-78 (in Japanese).
19. Youd, T. L. (1973): "Factors controlling maximum and minimum densities of sands," ASTM, STP523, pp. 98-112.