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1)  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。
2)  steep embankment
陡坡路堤
1.
For the characteristics of steep slope embankment,the paper discussed common damage shape and cause of steep embankment,introduced the analysis method of two kind embankment stability and proposed several treatment measures.
针对陡坡路堤的特点,论述了陡坡路堤常见的破坏形式及其原因,重点介绍两种陡坡路堤沿陡坡下滑的稳定性分析方法,并结合设计、施工提出几种常用的处治措施。
3)  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。
4)  FRP steep embankment
加筋陡坡路堤
5)  high slope embankment
高边坡路堤
1.
Aiming at a high slope embankment research,through exploration of field geology relief and traffic situation,the lacing retaining wall finite modes of two dimension hierarchy oblique slopes were built.
针对某高边坡路堤的研究,通过对现场地质地势和交通情况的考察,建立了二维分层斜边坡的拉筋挡墙有限元模型,对加筋后的情况与未加筋的情况进行对比,分析了挡墙的变形、应力分布及路基土体中的应变情况,以体现加筋挡墙对路基的作用效果。
6)  bank slope
岸坡,路堤边坡
补充资料:立陡陡
1.直立貌。
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