面坡

面坡面坡
  1. 追过一座座山一面面坡,他紧紧跟随那雪上的脚印;那赤足的脚印不断往前,他心中的怒火油然而生。

    He trod the trail wherever it turned By many a mound and scree * , And till the barefoot track led on , And an angry man was he .

  2. 对于软弱土层,当边坡侧壁垂直时,滑移面通过坡趾的假设不合理;

    ( c ) the hypothesis that the slip surfaces through the foot of slope is unreasonable for vertical slopes in soft ground ;

  3. 坡地修成梯田后,因种植田面由坡变平和地埂占地,使种植面积减少;

    When slopeland is improved into terraced field , the plantable area is reduced because of the surface of farmland becoming flat and the land used for constructing earth banks .

  4. 矢跨比为1/6时的稳定性最好,对底面起坡不敏感,是作为封闭巨型结构大网格的子结构的最优矢跨比。

    The best rise to span ratio for stability property was 1 / 6 , at this ratio , the structure is insensitive to the slope angle of the structure bottom plate .

  5. 这船正冲到一阵绚丽的碧浪顶峰上,近处那面浪坡挟着串串海水和星星泡沫向你直泻而来。

    She had just run up to the top of one glorious blue wave , and the nearer slope of that wave came down towards you , with streaks and bubbles on it .

  6. 本文基于优势面控坡理论,运用系统的观点、理论和方法,探讨了岩石高边坡的稳定性分析评价及工程设计的思路、理论和方法。

    Based on preferred plane theory and from the viewpoint of system engineering , in this paper , not only stability analysis and evaluation but also engineering design theory and method of high rock slope are discussed .

  7. 论述了各类岩体结构特征、控制性结构面和坡体变形破坏模式。(2)采取红层软岩典型岩样,进行了抗压、抗剪和蠕变试验研究。

    This article discusses the characteristics of rock mass structure , controlling structure surface and the deformation and failure mode of slopes of each kind of the structure . ( 2 ) Carried compression , shear and creep test study on the typical rock sample .

  8. 在模拟过程中,考虑了岩石类型、坡体形态、煤层覆存条件、工作面与坡体的相对位置、工作面推进方向、开采速度、采场来压等因素对坡体的影响。

    In the simulation process , it has considered these factors : the rock type , the slope shape , the coal bed condition , the relative position of working surface and the slope body , the working surface advancement direction , the mining speed , the press of rock .

  9. 第1组结构面为倾向坡外的缓倾角断层(F1),构成边坡岩体的底滑面;

    The first structure surface is a low angle fault ( F-1 ) dipping outside slope , possibly slip plane when the slope failure .

  10. 在此基础上提出了全新的,在降雨条件下坡面径流与坡体饱和-非饱和渗流耦合计算的数学模型。

    A new couple model of slope runoff & unsaturated seepage under rainfall condition was shown in the paper .

  11. 场平后在局部边坡地段将形成地下水位陡降面,导致坡体地下水渗流压力较大,影响到边坡的稳定性。

    After the site formated , some slopes will be not stable , on account of the height of water and the greater pressure on groundwater seepage in the slope . 4 .

  12. 优势面组合与岩坡破坏模式

    Preferred planes combination and the failure model of rock slope

  13. 竖面二次变坡在斜井上部车场高低道中的应用采用喷浆混凝土护面的斜坡

    Application of vertical secondary knick in high and low canal of upper yard of inclined shaft

  14. 挡土墙破裂面交于外边坡土压力计算公式的推导

    Derivation of Calculation Formula of Soil Pressure for Rupture Surface of Retaining Wall to Intersect in Side Slope

  15. 论述了基础开挖控制爆破中,对爆破规模、基础底面及基础岩坡的控制措施。

    It also discusses controlled measures taken for blasting scale foundation bed and basic rocky slope during controlled blasting of base excavation .

  16. 史蒂夫喜欢在斜坡滑雪道上施展(他的)绝妙本领。竖面二次变坡在斜井上部车场高低道中的应用

    Steve likes to hotdog down the ski slopes . Application of vertical secondary knick in high and low canal of upper yard of inclined shaft

  17. 第二天的午前,我来到一座山岗的顶上,极目远眺,只见这一带地方渐渐向下倾斜,投入海里。竖面二次变坡在斜井上部车场高低道中的应用

    I saw all the country fall away before me down to the sea . Application of vertical secondary knick in high and low canal of upper yard of inclined shaft

  18. 分析也表明,阻力计算时若假定冰盖区和床面区的能坡相等,对宽浅式河道也将导出谬误。

    And it is also found that falsehood would be induced in calculating flow resistance in shallow rivers based on the assumption that the slope of energy in the ice-cover area is equal to that in the bed area .

  19. 炎陵山滑坡群均为土质滑坡,控滑结构面主要为土/岩接触面,原始坡角15°~35°,单个滑体规模为中型和小型,均为强降雨诱发。

    Groups of landslides in Yanling Mountain were all soil landslide , the structure surfaces to control the landslides mainly were soil / rock interfaces with original sloping angle 15 °~ 35 ゜, single landslip medium / small scale and predisposition all heavy rainfall .