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吉首某边坡稳定性分析

Stability Analysis of a Slope in Jishou
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摘要 基于赤平投影法、极限平衡分析法、数值分析法和三维楔形体分析法对吉首某边坡在其天然和暴雨状态下考虑、不考虑上部荷载两种情况的稳定性进行分析。研究表明:该段岩质边坡在不考虑上部荷载和考虑上部荷载两种情况下的整体和局部稳定性均为稳定。 The stability of a slope in Jishou under natural and rainstorm conditions with or without the upper load is analyzed based on the method of erecting projection,limit equilibrium analysis,numerical analysis and three-dimensional wedge analysis.The results show that the overall and local stability of the rock slope in this section is stable when the upper load is not considered and the upper load is considered.
作者 胡弘毅 贺建清 HU Hong-yi;HE Jian-qing(School of Civil Engineering,Hunan University of Science and Technology,Xiangtan,Hunan,411201,China)
出处 《建材技术与应用》 2023年第4期21-25,共5页 Research and Application of Building Materials
关键词 边坡 稳定性分析 天然状态 暴雨状态 slope stability analysis native state storm condition
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