摘要
本文回顾分析了现行规范有关地基土抗震承载力的确定方法 ,综述了地基土抗震承载力的最新研究进展。介绍了可以考虑地震加速度大小、基础类型和土的性质的地基土抗震承载力计算新方法 ,并用其中的一种典型方法对一个算例进行了示范性计算。
The design method of seismic bearing capacity in current standards is discussed in this paper.A state of the art is reviewed on the research area.A calculation method is presented,which may take account of the effects of seismic acceleration,foundation width,foundation depth and soil properties on seismic bearing capacity.Additionally,an example is illustrated using one typical analysis method. \[
出处
《建筑技术开发》
2001年第10期1-2,5,共3页
Building Technology Development
关键词
地基土
地震
抗震承载力
抗震设计
Soil
Earthquake
Seismic bearing capacity
Standard
