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十天高速公路某高边坡坡率分析探讨
引用本文:张瑜.十天高速公路某高边坡坡率分析探讨[J].山西建筑,2011,37(20):144-145.
作者姓名:张瑜
作者单位:甘肃省交通规划勘察设计院有限责任公司,甘肃兰州,730030
摘    要:以K642+565高边坡为例,通过分析工程地质条件,对边坡坡率的确定进行了初步探讨,并对高边坡进行了分析评价,以确保边坡的安全稳定性。

关 键 词:高边坡  坡率  边坡稳定  简化Bishop法  安全系数  最不利滑动面

Analysis and inquiry on the high slope ration on Shi-Tian highway
ZHANG Yu.Analysis and inquiry on the high slope ration on Shi-Tian highway[J].Shanxi Architecture,2011,37(20):144-145.
Authors:ZHANG Yu
Abstract:With K642+565 high slope as the example,through analyzing engineering geological conditions,it preliminarily explores the determination of the slope ration,and analyzes and estimates the high slope,so as to guarantee the security and stability of the slope.
Keywords:high slope  slope ratio  slope stability  simplified Bishop method  safety coefficient  the most unfavorable sliding surface
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