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2010年02 期
| 標(biāo)題 |
| 高邊坡預(yù)應(yīng)力錨索格子梁加固系統(tǒng)三維有限元分析(50 卷) |
| 英文標(biāo)題 |
| Three dimensional finite element analysis of high slope reinforced by prestressed anchoring cable grid-shaped beams system |
| 摘要 |
| 結(jié)合張石高速公路K39+130～K39+190段高邊坡，用大型軟件ANSYS對該高邊坡分別進行了預(yù)應(yīng)力錨索格子梁加固前后的三維有限元模擬，并對兩者之間的結(jié)果進行比較。最后運用有限元強度折減法計算出了預(yù)應(yīng)力錨索格子梁加固前后邊坡的安全系數(shù)，計算結(jié)果表明，用預(yù)應(yīng)力錨索格子梁加固 |
| 作者 |
| 新聞作者:熊保林, 王希良, 路春嬌 |
| 關(guān)鍵字 |
