A consideration on the relation between input seismic motion and static seismic coefficient for the earthquake proof design of cutting slope arround nuclear power plant.
2) Makdisi, F. I. and Seed, H. B.: Simplified procedure for estimating dam and embankment earthquake-induced deformations, Proc. ASCE, GT7, July, 1978.
3) Okabe, T., Kishi, K. and Ohtsuki, H.: Evaluation of seismic stability of non-homogeneous soft bed rock, Int. Sym. on Week Rock, Tokyo/Sept., 1981.
4) Seed, H. B. and Martin, G. R.: The seismic coefficient in earth dam design, Proc. ASCE, SM3, May, 1966.
5) Watanabe, H., Sato, S. and Murakami, K.: Evaluation of earthquake-induced sliding in rockfill dam, Soil and Foundations, Vol. 24, No. 3, Sept. 1984.