摘要
围绕边坡在失稳状态下的破坏类型进行具体描述并对边坡稳定性分析方法进行叙述,针对不同实际情况的边坡考虑相适合的理论计算方法。采用ANSYS有限元分析软件对基坑放坡抗滑桩受力时的内力状况和稳定性进行数值分析,相关研究成果可为类似工程施工提供借鉴。
A detailed description of the failure types of the slope in the instability state and a description of the slope stability analysis method are given, and suitable theoretical calculation methods are considered for the slope of different actual conditions. The ANSYS finite element analysis software is used to numerically analyze the internal force and stability of the foundation pit slope anti-slide pile under force.
出处
《建筑技术开发》
2022年第13期162-164,共3页
Building Technology Development
关键词
放坡
抗滑桩
稳定性
数值分析
grading
anti-slide pile
stability
numerical analysis
