摘要
研究地震作用下临近边坡的条形基础极限承载力,介绍极限分析法的承载力计算过程,为相关人员提供参考。
This paper studies the ultimate bearing capacity of the strip foundation adjacent to the slope under earthquake action, introduces the calculation process of the bearing capacity of the limit analysis method, and provides references for the related personnel.
作者
吕海滨
LV Hai-bin(Shandong Zhengyuan Construction Engineering Co.Ltd.,Ji'nan 250100,China)
出处
《工程建设与设计》
2020年第2期15-16,共2页
Construction & Design for Engineering
关键词
地震作用
近坡条形基础
极限承载力
seismic effect
near slope bar basis
limit carrying capacity
