在分析影响混凝土碳化因素的基础上,依据工程现场实测和实验室试验数据建立了碳化速度系数的概率模型,经检验皆服从正态分布,依此推荐了随机过程模型,为碳化深度的预测提供了一条可靠途径.
Based on an analysis of the influence factors, probability models of concrete carbonation speed coefficient are established according to the measurement data in situ and test results in laboratory. The models are all found to obey normal distribution and accordingly a stochastic process model of carbonation depth is established, presenting a reliable way for predicting carbonation depth.