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边坡

n.side slope; high wall slope
网络Slopes; highwall; bank

边坡

英-汉网络释义

边坡

n.

1.side slope

2.high wall slope

3.high-wall

2

The effect of negative pore-water pressure (suction) is often ignored in slope stability studies .

在边坡稳定性研究中，吸力的影响经常被忽略。

4

5

The deformations on the surface and in the deep are very small , which indicates the slope during the operating period is stable .

高边坡地表变形和深部位移量很小，说明运行期边坡稳定性良好。

6

It consists of open pit in the ground state, the bottom of the slope around the state and composition .

它由露天采场的地表境界、底部境界和周围边坡组成。

10

The maximum curvature criterion of the displacement-time curve can be used to predict the time of sliding of slopes .

通过对位移时程曲线的分析表明，位移曲线曲率判别法能较准确判别边坡失稳时刻。

11

The result shows that this slope is not stable . It is suggested that the rock bolting and shotcrete should be adopted to prevent the slope.

结果表明，该岩质工程高边坡不稳定，提出了以锚喷支护为主的主动支护方案。

15

So it is not easy to evaluate and predict stability of rocky slope by external deformation which is small before slope fails.

所以，对于在破坏之前变形量不大的岩质边坡，往往不易根据外部变形来判别稳定性。

17

At last, the method is applied to the treatment of a critical rock slope , and its application is discussed in detail .

以板岩山危岩边坡体治理为例，详细地分析了该方法的应用。

18

The theoretical results are in good agreement with those of in-situ test and are able to provide scientific basis for slope protection.

理论分析结果与现场监测结果相符，可为边坡的整治提供科学依据。

20

Soil roiling is one of the widely used construction technologies of the slope protection , and the economic applicability is appreciated.

土钉墙是应用最广泛的边坡支护方法之一，其经济适用性在很多边坡工程中得到证明。

21

The stability of this new structure has been studied by means of FEM simulation with reduction of the soil strength .

采用有限元强度折减法研究该隧道出口段边坡与整个支挡结构的稳定性。

23

So far, the supporting measures which have already been operated take effect , the deformation of the slope is effectively controlled .

从支护情况看，右岸拱肩槽边坡已有支护措施效果良好，边坡变形得到有效控制。

24

25

In slope stability analysis, the selection of rock mechanical parameters has direct influence on the result of the calculation .

在边坡稳定分析中，岩体力学参数的选取直接影响着计算分析的结果。

26

The result can be referred to geological hazard research for tunnel and slope .

研究成果对隧道、边坡地质灾害研究具有一定的指导意义。

27

The global minimum factor of safety can be found by comparing the results of a number of trial slip surfaces .

通过比较一定数量的试算滑动面，确定边坡临界滑动面及其对应的最小安全系数。

28

Crumbling arch damage happens and finally arch stability is formed for a loose slope with a small water content .

松散类边坡在含水量小时形成坍落拱破坏，并最后形成拱形稳定。

29

Decreasing the slope gradate and building thermal-insulated beam have no obvious effect on increasing the thermal stability of the roadbed .

放缓路堤边坡及设置保温护道对冻土路基热稳定性的改善效果并不明显；

30

The landscape effect appears much valuable and emphasizes ecology environmental protection in the side slope engineering construction .

边坡工程建设越来越重视景观效应，强调生态环保。

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