摘要
针对边坡建筑设计中因一侧填土缺失引起基础实际嵌固端、地基承载力和稳定性的变化,本文通过对现行相关规范的解读,并借鉴该类建筑设计较丰富的重庆和贵州等地的经验,按大震不倒的原则对边坡建筑上部结构、基础和地基三部分进行归纳,总结了边坡建筑地基的承载力和稳定性、基础的抗倾覆和抗滑移验算中参数的取值和计算方法。
In view of the changes of the actual embedded end of the foundation and the bearing capacity and stability of the foundation caused by the lack of soil filling on one side in the architectural design of slope,this paper summarizes the three parts of the superstructure,foundation and foundation of the slope building according to the principle of non-collapse in strong earthquake by reading the current relevant codes and drawing on the experience of Chongqing and Guizhou,which are rich in such architectural designs.The paper summarizes the value and calculation method of the parameters in the checking calculation of the bearing capacity and stability and the foundation against overturning and anti-sliding.
出处
《福建建设科技》
2024年第1期40-43,共4页
Fujian Construction Science & Technology
关键词
边坡建筑
地基承载力
地基稳定
抗倾覆
抗滑移
slope building
foundation bearing capacity
stability
Anti-overturning
anti-sliding