粘性土・中間土②

[11-5-2-02] A Study on Determination of In-Situ Undrained Shear Strength Dependent on Clay Content

*Tomomasa Nosaka¹, Hatakeyama Masanori¹, Fumihiro Mochida¹, Takashi Tsuchida² (1. Oyo Corporation, 2. Tsuchida Geotechnical Laboratory,Hiroshima University)

Keywords:unconfined compression strength, Method for consolidated-undrained triaxial compressiontest on soilsriaxial compressiontest on soils, shear strength ratio