土質安定処理・地盤改良 (5)

[III-134] Triaxial compression (CU-bar) strength of short fiber mixed reinforced soil using basalt fiber

*Takayuki Hirano¹, Syunji Kato², Kiyomasa Dobashi³, Hiroyuki Sakamoto⁴, Tsuneo Hori⁵, Norihiko Togashi⁶ (1. Nishimatsu Construction, 2. Public Works Research Institute, 3. Public Works Research Center, 4. Fujita, 5. Itocyu TC Construction Machinery, 6. Telnite)

Keywords:short fiber reinforced soil, basalt fiber, Triaxial compression strength, stress path