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大型岩质高边坡稳定性分析与综合设计
引用本文:焦国木.大型岩质高边坡稳定性分析与综合设计[J].路基工程,2020,0(3):204-207.
作者姓名:焦国木
作者单位:中土集团福州勘察设计研究院,福州350001
摘    要:研究区崩塌位于阿拉山口市与博乐市之间的唯一主通道S205的19 km处,位于重要交通位置旁,为岩质崩塌。为了分析崩塌的变形现状及将来发展趋势,对崩塌进行了野外调查、现场勘察、室内试验和数值模拟,对崩塌体变形特征和稳定性进行了定性和定量分析。

关 键 词:岩质高边坡  破坏模式  强度折减法  稳定性分析  综合设计

Characteristics and Stability Analysis of Collapse Deformation at K19 of S205 Provincial Road in Alashankou City
Abstract:the collapse in the study area was located at 19 km of S205, the only main channel between alashankou city and bole city, near the important traffic location, and was a rock collapse. In order to analyze the present situation and future development trend of the collapse, field investigation, field investigation, laboratory test and numerical simulation of the collapse were carried out, and the deformation characteristics and stability of the collapse body were analyzed qualitatively and quantitatively.
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