Effects of the degree of saturation when compacted on the strength and stiffness of sand-gravelly soils compacted at the same energy level

Kairi Magara

[22-7-4-03] Effects of the degree of saturation when compacted on the strength and stiffness of sand-gravelly soils compacted at the same energy level

*Kairi Magara¹, Kikuti Yoshiaki³, Shouhei Noda³, Fumio Tatuoka³, Hiroyuki Nagai², Sou Ihara¹, Mitsutaka Okada¹ (1. Tokyo University of Science, 2. HAZAMA ANDO CORPORATION, 3. Tokyo University of Science)

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

Abstract password authentication.
Password is required to view the abstract. Please enter a password to authenticate.

Presentation information

道路・鉄道盛土④

[22-7-4-03] Effects of the degree of saturation when compacted on the strength and stiffness of sand-gravelly soils compacted at the same energy level

Password