Shear strength of cut-graded gravelly soils formulated by separated functions of the maximum particle size, the degree of compaction and the degree of saturation

SOU IHARA

[13-1-3-06] Shear strength of cut-graded gravelly soils formulated by separated functions of the maximum particle size, the degree of compaction and the degree of saturation

*SOU IHARA¹, Yoshiaki KIKUCHI¹, Shohei NODA¹, Fumio TATSUOKA, Isamu SANDANBATA², Hiroyuki NAGAI², Taiki ADACHI¹, Taisuke KOSAKA¹ (1. Tokyo University of Science, 2. Hazama Ando Corporation)

Keywords:compaction, degree of saturation, angle of shear resistance

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[13-1-3-06] Shear strength of cut-graded gravelly soils formulated by separated functions of the maximum particle size, the degree of compaction and the degree of saturation

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