1) part-cut and part-fill subgrade
半填半挖式路基
1.
Stability analysis of part-cut and part-fill subgrade has been a great concern for highway engineers.
足够的稳定性是半填半挖式路基设计的前提。
2) half-filled and half-dug embankment
半填半挖路基
1.
To analyze the influence of the asphalt pavement deformation under the non-homogenous settlement of the roadbed,authors use elastic-plastic dynamic FEM to compute the differential settlement of the half-filled and half-dug embankment under the traffic load.
为了研究路基不均匀沉降对沥青路面受力变形的影响,对半填半挖路基进行弹塑性动力有限元分析,计算出在汽车荷载作用下由于路基土在力学和物理性质上的差异而产生的差异沉降。
3) cut and fill sub-grades
半挖半填路基
1.
In allusion to this problem, First, based on interface structure characteristic, The cut and fill sub-grades slope is divided into two kinds in stair level, high-steep interface sub-grades slope and common interface sub-grades slope.
半挖半填路基是山区公路一种常见的修筑方式,其稳定性的好坏取决于挖填交接面的形式及其物理力学性质。
4) semi-fill excavation high filling roadbed
半填挖高填路基
1.
The mechanical character of semi-fill excavation high filling roadbed and the construction control;
半填挖高填路基力学特性及其施工控制
5) cut-fill section
半填半挖式断面
6) cut and fill slope
半填半挖式斜坡
补充资料：霄半
1.半天空。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条