2) embankment slope
路堤边坡
1.
Studies on structural performance of embankment slopes reinforced by geogrids with model tests;
土工格栅加筋路堤边坡结构性能模型试验研究
2.
Based on necessity of erosive protection for embankment slope and deficiency of research on erosion calculation model of slope, the hydraulics particularity of embankment slope is analyzed and the processes of water-erosion of slope are described on energy by the conservation and transform principle of master energy.
基于路堤边坡冲刷防护的必要性及目前冲刷量计算模型研究存在的不足,在分析边坡径流水力学特性的基础上,根据物质能量守恒和转化原理,对边坡土水力冲刷过程从能量的角度进行描述,按能量平衡方程导出土水力冲刷的冲刷量计算模型。
3.
Field investigation of soil erosion was conducted on embankment slopes of both Qinhuangdao-Shenyang special line of passenger trains and Jiaozhou-Xinyi railway after precipitation, and factors leading to great difference of erosion degree between the two experimental plots were analyzed.
以秦皇岛-沈阳客运专线和胶州-新沂铁路路堤边坡为研究对象,通过对天然降雨条件下路堤边坡土壤侵蚀的现场调查,并分析二试验区侵蚀程度出现较大差异的原因,研究二者相应边坡土壤类型对水土流失的影响。
3) dam-slope
堤岸边坡
5) dyke slope protection
堤防护坡
6) embankment with steep slope
陡边坡路堤
1.
In order to learn the displacement characteristics of geogrid reinforced embankment with steep slope,according to centrifuge model test and long term in situ observation of geogrid strain,displacement distribution on embankment sections and geogrid strain trends were obtained.
为了解土工格栅加筋陡边坡路堤的位移特性,通过离心模型试验和土工格栅应变的现场观测进行了研究。
补充资料:不堤防
1.犹言不料。
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