| 港口工程边坡稳定分析中若干问题探讨 |
| |
| 引用本文： | 周旦,文芬.港口工程边坡稳定分析中若干问题探讨[J].科技信息,2010(23):J0255-J0256. |
| |
| 作者姓名： | 周旦 文芬 |
| |
| 作者单位： | [1]广州港工程设计所,广东广州510700 [2]中交水运规划设计院深圳有限公司,广东深圳518067 |
| |
| 摘 要： | 软土边坡稳定分析计算常用方法有瑞典圆弧滑动法、简化毕肖普法、简布法、斯宾塞法、摩根斯坦一普赖斯法等。本文对瑞典圆弧滑动法、简化毕肖普法做了分析与比较，总结了在不同工况下应采用的土体抗剪强度指标和计算方法，提出了港口工程边坡稳定分析计算时应注意的事项，具有一定的实际意义。
|
| 关 键 词： | 港口工程 边坡稳定 抗剪强度指标 |
Discussion on Slope Stability Analysis for Port Engineering |
| |
| ZHOU Dan,WEN Fen.Discussion on Slope Stability Analysis for Port Engineering[J].Science,2010(23):J0255-J0256. |
| |
| Authors: | ZHOU Dan WEN Fen |
| |
| Institution: | 1.Port of Guangzhou Engineering Design Institute, Guangzhou Guangdong ,510700, China; 2.CCCC Water Transportation Consultants Shenzhen Co. Ltd., Shenzhen Guangdong,518067,China) |
| |
| Abstract: | There are some methods such as Fellenius, Bishop simplified, Janbu , Spencer, and Morgenstern - Price method ere, are widely used in slope stability analysis and calculation. In this paper, analyzed and compared Fellenius with simplified Bishop, summed up the different soil shear strength and calculate method should be used with different projects situation, and proposed the items should be pay attention to when analysis and calculate the slope stability for port engineering, which had somewhat project practical significance. |
| |
| Keywords: | Slope stability Soil strength parameter |
| 本文献已被 维普 等数据库收录！ |
|
