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- W4387029228 abstract "既設鉄道盛土の耐震診断で用いる土の強度に関する設計用値(以下,設計用値)は,現地の盛土より採取した不攪乱試料もしくは密度検層等に基づく再構成試料を使った三軸試験により設定することを基本としている.現状の設計用値は,軌道から離れた代表点で採取した試料の調査結果に基づき設定し,列車の繰返し荷重に伴う盛土の密実化等の既設盛土の不均一性を考慮できない." @default.
- W4387029228 created "2023-09-26" @default.
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- W4387029228 date "2023-01-01" @default.
- W4387029228 modified "2023-10-06" @default.
- W4387029228 title "STUDY ON SEISMIC DIAGNOSIS OF EXISTING RAILWAY EMBANKMENTS USING SHEAR WAVE VELOCITY DISTRIBUTION" @default.
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- W4387029228 doi "https://doi.org/10.2208/jscejj.22-13017" @default.
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