摘要
以土力学中有关临界荷载的理论为基础 ,该文得到了不同地基土泊松比的条形基础临界荷载的工程习用计算式 ,该方法是一种精确计算方法 ,所得结果已经过各方面验核。
Based on the critical load theory in current soil mechanics, a common engineering calculating formula about the critical load of strip foundation with different soil Poisson ratios is derived, the calculating method mentioned in the article is accurate.
出处
《勘察科学技术》
2002年第6期27-30,共4页
Site Investigation Science and Technology
关键词
条形基础
泊松比
临界荷载
承载力系数
Poisson ratio
critical load
coefficient of bearing capacity
