摘要
以明德林位移基本解答为依据 。
Based on Mindlin's settlement solution,the calculating formulas of soil settlement made by homogeneous distributing load which acts on rectangular area beneath the ground are systematically presented
出处
《福建建筑》
2003年第1期26-28,共3页
Fujian Architecture & Construction
关键词
矩形面积
均匀荷载
半无限体
位移
地基土
semi infinite solid rectangular area homogeneous load settlement
