The test results suggest that the creepvalue in deformation becomes larger when the water content and temperature increase.
通过对试验结果进行分析后认为加筋膨胀土挡墙在含水量和温度升高时其蠕变变形会变大;
2
With the optimization criterion of least square error between the measured creepvalue and theoretical creepvalue, microevolution algorithm inverse the creep model parameters directly.
算法以实测蠕变值与理论计算值之间的最小二乘误差为优化准则函数,直接反演计算蠕变模型参数。
3
It follows from this that the fractal dimension is less while the creep is more serious, the value attains minimum in crack.