【摘要】 本文根据土力学的基本原理,通过路堤荷载图形的简化,提出软土泥召地基容许出现部分塑性变形区时路堤临界高度的理论公式。通过该公式与目前常见软土地基路堤临界高度公式比较,说明了其意义和适用条件。更多还原

【Abstract】 This article puts forward a theoretical formula-the embankment critical height for partial plastic deformation on soft soil and marshy ground according to soil mechanics principles and simplification of embankment load graphs. It illustrates the meaning and suitable condition with comparison between this formula and other common embankment critical heights for soft soil and marshy ground.更多还原