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- Constructing first-class highway in mountainous area inevitably to carry on deep cuts and high fills-in, which can form massive high steep roadbeds side slope or the slope of embankment. 摘要在山区修筑高等级公路不可避免地进行深挖高填,会形成大量的高陡路基边坡或者路堤边坡。
- In order to get the maximal lateral displacement reasonably, it is suggested that the inclinometer pipes should be placed in the area between the toe and the middle of slope of embankment. 最大水平位移的位置一般位于坡趾处竖向断面与坡中竖向断面之间的范围附近,故建议把测斜仪布置在该范围内(为了施工方便,可布置在坡中竖向断面或坡趾竖向断面处)。
- The hospital is on the eastward slope of the hill. 医院在小山的东坡。
- His cottage is on the gentle slope of the hill. 他的小屋在山的缓坡上。
- A car clipped down the slope of the mountain. 一辆汽车沿著山坡疾驰而下。
- The village is located low on the slope of a hill. 这村庄处在山坡低处。
- The orchard is on the northward slope of the hill. 果园在朝北的山坡上。
- A cross slope of one in fifty is usually enough. 通常1/50的横向坡度就已足够。
- The slope of titration curve is at a minimum. 滴定曲线的斜率处于最低值。
- We climbed the steep slope of the hill. 我们爬了那座陡峭的斜坡。
- We climbeb the steep slope of the hill. 我们爬了那座陡峭的倾坡。
- We live on the westward slope of the hill. 我们住在这座山的西山坡。
- slope of embankment 路堤边坡
- The main controlling factors of embankment slope stability are engineering geological petrofabric,rockmass structure type and structure of embankment. 在岸坡稳定性分析评价中,控制岸坡稳定的主要因素有岸坡岩性组合特征、岩体结构类型和岸坡结构类型。
- When the highly weathered soft rock is used for high-filled embankment slope,compacting factor directly effects on permeability and intensity of embankment soil. 强风化软岩用于高填方路堤填土边坡时,填土的压实度直接影响路堤土的渗透性和强度。
- The rear slope of the roof appeared to be essentially undamaged. 似乎屋顶后坡大部分没有受到损坏。
- Compaction degree is the key index to control construction of embankment. 摘要压实系数是控制路堤填筑的关键性指标。
- A thin thread of path dwindled and finally disappeared as it climbed the steep slope of the down. 一条小径越远显得越细,在爬上土丘的陡坡时终于消失了。
- The slope of a side of a mountain or mountain range. 山侧一座山或山脉的侧坡。
- Engineering damages of embankment in permafrost regions are mainly caused by thaw settlement of permafrost. 摘要多年冻土区道路病害主要是由路基下冻土温度升高融化下沉引起。