@inproceedings{oai:kitami-it.repo.nii.ac.jp:00007908,
 author = {川尻, 峻三 and 布川, 修 and 太田, 直之 and 杉山, 友康 and KAWAJIRI, Shunzo and NUNOKAWA, Osamu and Ohta, Naoyuki and SUGIYAMA, Tomoyasu},
 book = {第57回地盤工学シンポジウム論文集},
 month = {Dec},
 note = {This study aims at clarifying rainfall infiltration behavior of embankment caused by
earthquake-induced change of rainfall infiltration characteristics. In this paper, three study points was
investigated by numerical analysis; 1) a value of suction and coefficient of permeability at the shear
band, 2) height of embankment, 3) length of shear band.
Analysis results showed that; three study points are important for evaluating the rainfall stability of
damaged embankment.},
 publisher = {公益社団法人地盤工学会},
 title = {地震による降雨浸透特性変化が盛土の降雨時安定性に及ぼす影響に関する解析的考察},
 year = {2012}
}