摘要
对基础底面平面上剪应力分布的理论计算结果表明，该剪应力使地基中的竖向附加应力扩散程度增大，荷载中心下附加竖向应力减小１０％左右．
The shear stress distribution on the interface of foundation and subgrade is theoretically calculated. It is indicated that the shear stress makes the vertical additional stress more disperses.The vertical additional stress under the central axis of load decrcaset by about 10%.
出处
《桂林工学院学报》
1995年第4期352-358,共7页
Journal of Guilin University of Technology
关键词
基础埋深
剪应力
双层地基
地基
应力分布
shear stress
stress dispersion
two-layered ground
foundation base
