摘要
文中提出了在集中力作用下弹塑性地基上计算理论和近似解,由此求得了圆形刚性基础的解答。再由解的结果建立从载荷试验曲线求取地基计算参数的方法,并对刚性圆板的弹性与弹塑性地基反力计算结果作了比较。
Based on the calculation theory and approximate solution for the elastoplastic half space body under the action of a concentrated load, the contact pressure of rigid circular plate has been solved. The Calculation coefficients of the foundation can be obtained from loading test curves. Finally, a comparison between contact pressures of rigid circular plate on the elastic and the elastoplastic soils, is made.
出处
《建筑科学》
1989年第4期17-25,共9页
Building Science
