地盤の性能評価

[III-32] Correlation with correction of number of blow, N_d and N_dF values on heavy dynamic cone penetration test and undrained shear strength, s_u-value

*Kazuki Shiozaki¹, Akihiko Oshima¹, Tatsuya Sakaguchi¹, Shogo Nakano², Shuichi Takahashi², Shigeyoshi Hirata², Yoshihiko Shibata³, Shinpei Tanaka³, Isao Nishida⁴ (1. Osaka City University, 2. Daiwa House Industry, 3. Will consultant, 4. YBM)

Keywords:Site investigation, Heavy Dynamic Cone Penetration test, Skin friction force, One-dimensional wave theory, Undrained shear strength