| 不同地震烈度下边坡稳定性计算实例 |
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| 引用本文： | 晓凡.不同地震烈度下边坡稳定性计算实例[J].东北地震研究,1999,15(1):59-64. |
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| 作者姓名： | 晓凡 |
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| 作者单位： | 锦州石油化工公司!锦州１２１００１ |
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| 摘 要： | 按照工程场地地震安全性评价的有关规定，在充分研究场地工程地质，地震地质背景等工作的基础上，采用ＢＩＳＨＯＰ法以某拟建工程场地在不同地震烈度下其边坡的稳定性进行了计算。
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| 关 键 词： | 工程场地 边坡稳定性 安全系数 地震烈度 滑坡 |
AN EXAMPLE TO COMPUTE STABILITY OF EDGE HILLSIDE UNDER VARIOUS SEISMIC INTENSITY |
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| Xiao Fan.AN EXAMPLE TO COMPUTE STABILITY OF EDGE HILLSIDE UNDER VARIOUS SEISMIC INTENSITY[J].Seismological Research of Northeast China,1999,15(1):59-64. |
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| Authors: | Xiao Fan |
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| Abstract: | According to related standard of seismic hazard estimation of engin site. stability of edge hillsideunder various seismic intensity for some engin site is computed by means of BISHOP method on the basis of engingeology and seismic geologic works. |
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| Keywords: | Engin site Stability of edge hillside Safety factor |
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