| 复杂土坡稳定的电算分析 |
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| 引用本文： | 潘睿.复杂土坡稳定的电算分析[J].哈尔滨工业大学学报,2004,36(4):550-552. |
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| 作者姓名： | 潘睿 |
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| 作者单位： | 哈尔滨学院,土木工程系,黑龙江,哈尔滨,150086 |
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| 摘 要： | 黏性土坡的稳定性分析因为滑裂面不能预先判定和土体受力的复杂性而使计算十分烦琐．为了能够手算，以往的计算模型都尽力简化．现在常用的3种分析方法，即条分法、泰勒法和毕肖普法，都只讨论了简单土坡，过多的简化使计算模型不能反映土坡的实际情况．用电算作土坡稳定分析可以使计算结果臻于精细．
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| 关 键 词： | 土坡稳定 条分法 计算机实现 |
| 文章编号： | 0367-6234(2004)04-0550-03 |
| 修稿时间： | 2002年12月30 |
Accurate analysis of complicated slope stability |
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| PAN Rui.Accurate analysis of complicated slope stability[J].Journal of Harbin Institute of Technology,2004,36(4):550-552. |
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| Authors: | PAN Rui |
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| Abstract: | Calcucation analysis of sticky slope stability becomes complex due to unpredictable crack of slope and complication of ground receiving pressure.The previous calculation models are simpliflied in order that we can handle it by hands. Now three methods are used: Slices Method are used, Tayerlor's Method and Bishop's Method. The three methods only discuss simple slopes, while too much simplification of computer models can't reflect reality of the slope. Analysis of slope stability by electronic calculation can make the results of calculation more accurate. |
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| Keywords: | earth slope stability slices method comuter realization |
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