摘要
推导了双层地基发生整体剪切破坏时各网络尺寸的计算公式和滑移线上力的变换公式。
The calculated formula of the size of nets and the changed formula of the force are deduced when the two-layer ground foundation occurs desturction of the whole shear.The result studied is correct in the above condition.
出处
《包头钢铁学院学报》
2004年第1期86-88,共3页
Journal of Baotou University of Iron and Steel Technology
关键词
双层地基
承载力
近似算法
two-layer foundation,bearing capacity,approximate calculation