摘要
阐述了临塑荷载与临界荷载的概念,应用弹性理论和太沙基塑性区发展的理论,推导了较为精确的临界荷载公式,并得出了当静止侧压力系数不等于1时,地基临界荷载的大小。
It illustrates concept of critical load and approaching plasticity load, deduces accurate formula of critical load applied for elastic theory and plastic zone developing theory,and concludes numerical value of critical load when static coefficicnt of horizontal pressure not equal to 1.
出处
《山西建筑》
2005年第18期88-89,共2页
Shanxi Architecture
关键词
地基承载力
临塑荷载
临界荷载
load of foundation, approaching plasticity load, critical load
