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2010年11 期
| 标题 |
| 基于有限元的桥基岸坡稳定性分析(50 卷) |
| 英文标题 |
| Stability analysis of bank slope of bridge foundation by finite element method |
| 摘要 |
| 结合新建特大桥岸坡工程地质条件，运用有限元法对岸坡天然状态及加载条件下的应力和应变进行计算，然后利用Mohr-Coulomb强度破坏准则，对岸坡岩体破坏点进行判别，确定破坏点位置和破坏面积，对桥基岸坡稳定性进行分析。 |
| 作者 |
| 新闻作者:陈亚丽 |
| 关键字 |
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| 标题 |
| 基于有限元的桥基岸坡稳定性分析(50 卷) |
| 英文标题 |
| Stability analysis of bank slope of bridge foundation by finite element method |
| 摘要 |
| 结合新建特大桥岸坡工程地质条件，运用有限元法对岸坡天然状态及加载条件下的应力和应变进行计算，然后利用Mohr-Coulomb强度破坏准则，对岸坡岩体破坏点进行判别，确定破坏点位置和破坏面积，对桥基岸坡稳定性进行分析。 |
| 作者 |
| 新闻作者:陈亚丽 |
| 关键字 |
| COPYRIGHT©2001-2025 CHINA ACADEMY OF RAILWAY SCIENCES CORPORATION LIMITED，ALL RIGHTS RESERVED | ||
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