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| 标题 |
| 平原水网区既有铁路路基旁基坑开挖稳定性影响因素分析(50 卷) |
| 英文标题 |
| Analysis on effected factors concerning excavation stability of foundation pit at nearby existing railway subgrade in plain region with many rivers and lakes |
| 摘要 |
| 平原水网区既有粉土质路基旁进行基坑开挖将受到填方路基的超载、高地下水头及粉土渗透系数大等因素的影响,极易发生基坑失稳。采用FLAC |
| 作者 |
| 新闻作者:郅友成 |
| 关键字 |