| 基于强度折减法的填方边坡稳定性分析 |
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| 引用本文： | 戴首平. 基于强度折减法的填方边坡稳定性分析[J]. 兰州工业高等专科学校学报, 2012, 19(3): 9-14 |
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| 作者姓名： | 戴首平 |
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| 作者单位： | 河北省地质矿产局第五地质大队,河北唐山,063000 |
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| 摘 要： | 通过对宁芜改线深基坑工程放坡开挖段填方高边坡采用有限元强度折减法进行数值模拟分析,讨论了在监测中高边坡坡顶发生大的裂缝的原因,根据有限元模型的受力和变形机理进行了分析,以此为根据提出填方高边坡的加固方案.
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| 关 键 词： | 填方边坡 强度折减法 稳定性分析 |
Stability Analysis of Fill Slope Based on Shear Strengthen Reduction |
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| DAI Shou-ping. Stability Analysis of Fill Slope Based on Shear Strengthen Reduction[J]. Journal of Lanzhou Higher Polytechnical College, 2012, 19(3): 9-14 |
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| Authors: | DAI Shou-ping |
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| Affiliation: | DAI Shou-ping (Fifth Brigade Bureau of Geology and Mineral Resources of Hebei Province, Tangshan 063000, China) |
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| Abstract: | The reasons of large crack was discussed slope excavation of deep foundation pit engineering, ward according to simulated results. through numerical simulation by finite element to Ningwu and the reinforcing scheme for the large crack was put for- |
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| Keywords: | fill slope shear strength reduction stability analysis |
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