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In this study, the geotechnical investigation was conducted to evaluate the properties of the back fill of the abutment. In addition, the open channel experiment was conducted to observe the basic erosion process of the back fill of the abutment during flowing water condition. Based on the results of the geotechnical investigation, the distribution of the S-wave velocity was different between the right bank and the left bank. 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橋台背面盛土の地盤工学的な性状把握と水理模型実験による侵食過程の観察
https://kitami-it.repo.nii.ac.jp/records/2000016