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2010年11 期
| 標題 |
| 基于有限元的橋基岸坡穩(wěn)定性分析(50 卷) |
| 英文標題 |
| Stability analysis of bank slope of bridge foundation by finite element method |
| 摘要 |
| 結合新建特大橋岸坡工程地質條件，運用有限元法對岸坡天然狀態(tài)及加載條件下的應力和應變進行計算，然后利用Mohr-Coulomb強度破壞準則，對岸坡巖體破壞點進行判別，確定破壞點位置和破壞面積，對橋基岸坡穩(wěn)定性進行分析。 |
| 作者 |
| 新聞作者:陳亞麗 |
| 關鍵字 |
