计算结果表明，上述两种理论比经典理论更加符合实际，径向分布应力和纵向分布内力更加合理。
The calculated results indicate that the above two theories conform to reality better than the classical theory, the radial stress and the longitudinal internal force are more reasonable.
另外，本文借助有限元程序分析了墙体的应力分布状态，这为实际工程中的概念设计提供一定的参考。
Further more, this paper analyzed the wall's stress distributing state by the finite element program, it provides a reference for concept design in the practical engineering.
受压区混凝土应力表明，混凝土的破坏面呈扇形弧状分布。 这与实际测试结果是一致的。
The stress in concrete compressive zone shows that the fracture surfaces of concrete performs sector-arc distribution which is consistent with the experiment results.
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