the forecasting method of nonlinear regression formula for each district should be adopted in evaluating the foundation bearing capacity of highway engineering in loess area.
因此,对黄土地区公路工程地基承载力评价时,建议采用分区非线性回归公式预测法。
typically, the foundation bearing capacity is determined by limit equilibrium theory and in-situ load testing based on its nature of projects.
通常,地基承载力依据工程性质、极限平衡分析理论和原位载荷试验确定;
support vector machine represented the nonlinear relationship between parameter of foundation and foundation bearing capacity, and compute the foundation bearing capacity based on this relationship.
利用支持向量机表达地基承载力与地基参数之间的非线性映射关系,在此基础上计算地基的承载力。