软土路基沉降预测方法研究

摘要

The analysis of numerical results shows that the final settlement of highway embankment height, thickness of the compressed layer and soil indicated a significant linear relationship. That is, with the increase of the height of fill, the final settle-ment of foundation increases, and with the increase of thickness of compressed layer of foundation, the final settlement also in-creases.%通过对数值结果分析表明，公路填土高度、压缩层厚度与地基的最终沉降量呈现明显的线性关系。即随着填土高度的增加，地基的最终沉降量增加，随着地基压缩层厚度的增加，其最终沉降量也增加。