双层地基承载力的一种近似算法(一)  

An approximate calculation of bearing capacity of two-layer foundation (first)

作　　者：杨永新[1] 高建红[1] 冯玉芹[1] 

机构地区：[1]内蒙古科技大学建筑与土木工程学院,内蒙古包头014010

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

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.

关 键 词：双层地基 承载力 近似算法 

分 类 号：TU470.3[建筑科学—结构工程]