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为了研究黏性土体材料的塑性变形性质,使黏性土制成圆柱体形状烘干后,通过单轴压缩试验进行试验研究,得出了黏性土烘干状态下的应力应变曲线、受力特点、破坏特点,对房屋结构受力性能和抗震计算研究有一定的参考价值。
In order to study the plastic deformation properties of cohesive soil materials, the clay was made into a cylindrical shape and dried. The uniaxial compression test was conducted to study the stress-strain curves of cohesive soil under dry conditions. Force characteristics and damage characteristics, which have certain reference value for the study of mechanical performance and seismic calculation of house structures.