METHODS: Post cores were divided into four groups according to their lengths and diameters. Slices of the models were observed and maximal shear stress of each testing point was calculated with 3 dimensional photoelastic stress freezing method, after vertical and oblique loading.
方法:根据桩的长短、粗细将实验分成4组,通过垂直和斜向加载,采用三维光弹性应力冻结法,经模型切片观察计算出模型各测点的最大剪应力。
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