the model is verified through practical projects, and the relationships of the pile-soil stress ratios with correlative influence factors are analyzed.
通过工程实例的分析计算,验证计算模型的合理性,并分析了各因素与桩土应力比的关系。
traditional correlation coefficient method was improved for corridor traffic demand forecast; accumulating and dispersing nodes and correlative influence factors of traffic demand were analyzed.