摘要
以圆形面积均布荷载为例,根据弹性力学的圣维南原理,找出了布氏解取代明氏解的条件。同时指出了将布氏应力分布用于深基沉降计算,导致理论计算值大于实际沉降观测值的原因所在。
By using the circular footing with distributed unifonn loading and based on the Shengweinan's theory of elastodynamics,the condition of Mindlin's formula to take the place of Boussinesq's formula was found.The paper also pointed out why the deep foundation's settlement in theory was larger than the observation when using the Bossinesq's stress distribution to calculate the settlement.
出处
《河北农业大学学报》
CAS
CSCD
北大核心
2002年第3期91-92,共2页
Journal of Hebei Agricultural University