1) wrapping embankment
包边路堤
1.
The wrapping method for middle expansive soil embankment has been demonstratedi,n which the slope stability,strength and deformation of subgrade,and damp preservation action of lime stabilized wrapping soil for middle expansive soil wrapping embankment have been analyzed.
对中膨胀土路堤包边方案进行深入论证,对中膨胀土包边路堤边坡稳定性、路基强度与变形及石灰包边层的保湿作用进行分析。
2) road filled-sand and clay wrapping
包边填砂路堤
1.
In this paper,for two foundation treatments,CFG pile reinforcement and plastics drainage plate preloading,synergism dynamic response feature and deformation rule of road filled-sand and clay wrapping including reinforcing foundation under earthquake vibratory load are calculated and analyzed with FEM method.
包边填砂路堤是采用一种砂或砂石料填筑,用粘性土包边封顶的路堤结构形式,在地震荷载下,填砂料与包边粘性土各自的动力特性,以及它们之间相互作用所表现出的动力响应直接影响到路面结构及其路堤变形。
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) 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。
5) marginal bank
边岸，路堤岸
6) 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。
补充资料：硬边力车胎包贴法成型机
分子式：
CAS号：
性质：将胶帘布、钢丝圈等部件采用包贴法制成硬边力车胎外胎胎坯的机械。主要由机箱、主动鼓、被动鼓、下压辊和旁压辊等组成。成型时将两根钢丝圈套在主动鼓与被动鼓的鼓面沟槽中，再使被动鼓沿导轨移动，把钢丝圈张紧，然后启动主动鼓钢丝圈与被动鼓一起运转，同时将胶帘布顺着钢丝圈的运转方向添入，围贴一周，并把外伸的帘布进行反包和压贴。
CAS号：
性质：将胶帘布、钢丝圈等部件采用包贴法制成硬边力车胎外胎胎坯的机械。主要由机箱、主动鼓、被动鼓、下压辊和旁压辊等组成。成型时将两根钢丝圈套在主动鼓与被动鼓的鼓面沟槽中，再使被动鼓沿导轨移动，把钢丝圈张紧，然后启动主动鼓钢丝圈与被动鼓一起运转，同时将胶帘布顺着钢丝圈的运转方向添入，围贴一周，并把外伸的帘布进行反包和压贴。
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