摘要
基于变形控制思想提出确定地基承载力特征值的计算方法,通过与强度控制确定地基承载力特征值的比较,提出了强度控制和变形控制的统一。
Based on controlling settlement theory characteristic,a method is provided which can calculate the characteristic value of subgrade bearing capacity.Some comparisons are done between controlling settlement theory and controlling strength theory in order to achieve unification of the two.
出处
《工业建筑》
CSCD
北大核心
2005年第z1期471-474,共4页
Industrial Construction
关键词
变形控制
强度控制
地基承载力特征值
controlling settlement controlling strength characteristic value of subgrade bearing capacity
