摘要
以天柱山景区边坡为实例进行边坡稳定性深入研究,选取该段具有代表性的存在安全隐患的不稳定结构,根据天柱山景区工程实际情况,分析地质勘察报告,对该段边坡进行力学稳定性分析。运用FLAC3D数值模拟软件,根据实际测定的边坡力学参数,分析了天柱山某段边坡,通过模拟得到该段边坡的强度折减系数,也就是安全系数。
In this paper, the slope stability of Tianzhu Mountain scenic spot is studied as an example. According to the actual situation of Tianzhu Mountain scenic spot project, the geological investigation report is analyzed, and the mechanical stability of the slope is analyzed. Using FLAC3 D numerical simulation software, according to the actual measured mechanical parameters of the slope, the paper analyzes a section of Tianzhu Mountain Slope, and obtains the strength reduction coefficient, which is the safety coefficient, through the simulation.
作者
孟祥镇
MENG Xiang-zhen(College of Civil Engineering,Anhui Jianzhu University,Hefei 23000,China)
出处
《佳木斯大学学报（自然科学版）》
CAS
2020年第1期33-36,共4页
Journal of Jiamusi University：Natural Science Edition
关键词
边坡
稳定性
安全系数
slope
stability
safety factor
