| 滑坡深部位移曲线特征及稳定性判识——以崇尊高速公路龙井滑坡为例 |
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| 引用本文： | 王冬梅,彭小平.滑坡深部位移曲线特征及稳定性判识——以崇尊高速公路龙井滑坡为例[J].襄樊学院学报,2006,27(2):80-83. |
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| 作者姓名： | 王冬梅 彭小平 |
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| 作者单位： | 1. 襄樊学院,旅游与地理科学系,湖北,襄樊,441053
2. 贵州省交通勘查设计院,贵州,贵阳,550025 |
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| 摘 要： | 结合龙井滑坡深部位移监测,总结归纳了龙井滑坡深部累积位移曲线“V”型、“B”型、“r”型、“钟摆”型及“复合”型等几种,提出了依据滑坡深部位移监测资料判别滑坡稳定性的判识方法．
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| 关 键 词： | 龙井滑坡 深部位移 稳定性判识 |
| 文章编号： | 1009-2854(2006)02-0080-04 |
| 收稿时间： | 10 17 2005 12:00AM |
| 修稿时间： | 2005年10月17 |
Landslide Stability Discrimination Based on Borehole Deep Displacement Measuring Production Curve |
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| WANG Dong-mei,PENG Xiao-ping.Landslide Stability Discrimination Based on Borehole Deep Displacement Measuring Production Curve[J].Journal of Xiangfan University,2006,27(2):80-83. |
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| Authors: | WANG Dong-mei PENG Xiao-ping |
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| Abstract: | Landslide displacement monitoring was an effective method in studying landslide deformation dynamic characters. This paper sums up landslide deep accumulative displacement curves such as V, D, B, rmodel, " bell pendulum" model and "composite" model etc. It also puts forward the landslide stability discrimination method based on landslide deep displacement monitoring research. Landslide is relatively stable when landslide deep accumulative displacement curve is in bell pendulum model. The displacement rate of speed is relative high when it is landslide deep accumulative displacement curve is in D and r model. |
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| Keywords: | Landslide Deep displacement Stability discrimination |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
