Evaluation of the effects of the degree of saturation when compacted and gravel content on the strength of gravelly soil by triaxial compression tests

Sou IHARA

[22-7-4-02] Evaluation of the effects of the degree of saturation when compacted and gravel content on the strength of gravelly soil by triaxial compression tests

*Sou IHARA¹, Yoshiaki KIKUCHI¹, Shohei NODA¹, Fumio TATSUOKA¹, ISAMU SANDANBATA², Hiroyuki NAGAI², Mitsutaka OKADA¹, Kairi MAGARA¹ (1. Tokyo University of Science, 2. Hazama Ando Corporation)

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

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道路・鉄道盛土④

[22-7-4-02] Evaluation of the effects of the degree of saturation when compacted and gravel content on the strength of gravelly soil by triaxial compression tests

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