可以认为，用在95％最大荷载点卸载代替最大荷载点卸载是不妥的。
So it is unsuitable to unload at about 95% of the peak load.
应用塑性理论对集中荷载作用下的点支承单格无梁板作分析。
Plastic theory is applied to analyse the corner supported single rectangular non beam slab with concentrated load in this paper.
本文主要讨论了红砂岩的地质特征与其工程性质之间的密切关系，并且得出了使用点荷载试验研究红砂岩工程性质的结果。
This paper discusses the relation between engineering properties and geological characteristics of red sandstone, and presents the point load test results of the same.
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