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2012年01期
| 標題 |
| 新舊路基結(jié)合部加固措施的數(shù)值模擬研究(52卷) |
| 英文標題 |
| Numerical simulation study on reinforcing measures in connection of new and old subgrade |
| 摘要 |
| 通過現(xiàn)場監(jiān)測，運用有限元分析的基本原理，采用Adina數(shù)值模擬軟件，分析了不同加固措施對新舊路基結(jié)合部固結(jié)沉降與水平位移的影響。加固前后的計算結(jié)果表明，開挖臺階法較為穩(wěn)固，加筋土路基減小沉降和水平位移效果不明顯，使用輕質(zhì)路基更為經(jīng)濟有效。可為類似工程提供參考。 |
| 作者 |
| 新聞作者:李方東 |
| 關(guān)鍵字 |
關(guān)鍵詞:加固路基 新舊路基結(jié)合部 有限元 Adina 數(shù)值模擬 |
