摘要
以明德林解答为依据，系统地推导了竖向均布条形荷载作用在地基内部时的土中各应力分量的解析表达式，同时，对明氏应力公式和弗氏应力公式进行了分析对比。
Based on Mindlin's solution, the calculation formulas of soil stresses produced by infinite long homogeneous distribution load beneath the surface of ground are systematically presented.Mindlin's stress formulas are here contrasted with Flament's stress formulas.
出处
《苏州城建环保学院学报》
1997年第2期13-17,41,共6页
Journal of Suzhou Institute of Urban Construction and Environmental Protection
关键词
应力
地基
均布荷载
条形荷载
stress
foundation ground
uniformly distributed load
strip load
