主催: 日本学術会議 「機械工学委員会，土木工学・建築学委員会合同IUTAM分科会」
共催: 応用物理学会, 化学工学会, 自動車技術会, 地盤工学会, 土木学会, 日本応用数理学会, 日本風工学会, 日本機械学会, 日本気象学会, 日本計算工学会, 日本計算数理工学会, 日本建築学会, 日本原子力学会, 日本航空宇宙学会, 日本混相流学会, 日本地震工学会, 日本数学会, 日本船舶海洋工学会, 日本伝熱学会, 日本物理学会, 日本流体力学会, 農業農村工学会
The evaluation of seismic performance of a rock slope in a NPP site is conducted by supposing a sliding surface, calculating safety factors from the transient stress conditions and then searching the minimum value of those. Because of using a transient stress in the equilibrium, it is impossible to estimate the behavior of a supposed sliding block once after becoming the safety factor is less than unity. The influence of element failure on a sliding block behavior was investigated to enable to estimate the behavior of a sliding block under the condition of a safety factor is less than unity.
