Two numerical examples show that the computed results are in good agreement with theoretical solutions available.Finally, limit loads and shakedown loads of strip footing are computed by this method.

• 求解的精度依赖于弹塑性分析.；通过算例；验证分析方法与计算程序是可靠的；并利用此方法计算了条形地基的极限荷载与安定荷载