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兰州金城公园石头坪景区黄土高边坡稳定性数值分析 被引量:2

Numerical analysis on the stability of high loess slope in the ShiTouPing scenic area of Lanzhou Jincheng Park
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摘要 文中以兰州金城公园石头坪景区入口边坡为研究对象,选择典型剖面建立计算模型,利用FLAC3D软件对该边坡在天然工况和暴雨工况条件下的稳定性状态进行了数值模拟分析。结果表明:目前条件下该边坡稳定性良好,稳定系数大于规范安全标准,适宜建设。 Taking the entrance slope of ShiT ou Ping scenic area of Jincheng Park in Lanzhou as the research object,the typical section was selected to establish the calculation model. FLAC3 D software was used to simulate and analyze the stability of the slope under the natural and storm working conditions. Results showed that the slope stability was good under the present conditions,the stability coefficient was greater than the standard safety standard,which was suitable for construction.
作者 王江荣 欧国海 梁永平 Wang Jiangrong;Ou Guohai;Liang Yongpng(Lanzhou Petrochemical College of Vocational Technology, Lanzbou 730060, China;Lanzhou Xigu District Urban and Rural Construction Bureau,Lanzhou 730060, China)
出处 《矿山测量》 2018年第3期43-48,共6页 Mine Surveying
基金 兰州市西固区科学技术局计划项目(西科发[2017]29号) 兰州市科学技术局计划项目(兰财建发[2015]85号) 甘肃省财政厅专项资金立项资助(甘财教[2013]116号)
关键词 边坡 FLAC3D 数值模拟 强度折减法 稳定性分析 slope FLAC3D numerical simulation strength reduction method stability analysis
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