angle of slope

英 [ˈæŋɡl ɒv sləʊp] 美 [ˈæŋɡl əv sloʊp]

坡度角;倾角

机械



双语例句

  1. Objective To explore the the relation between slope angle of duplicated trace and tooth slope angle.
    目的探索被增配凸形钥匙上仿形刀痕迹倾斜角度与齿坡角间的关系。
  2. The shape and angle of the slope are important factors.
    山坡的形状和坡度也是重要的因素。
  3. If the angle of the slope is steep, the snow is set rolling by any disturbance, such as wind.
    如果山坡的角度很陡,任何震动,比如风,都会使雪滚动。
  4. The system can calculate the logging restricted zone due the soil protection adjacent to streams within a safe distance; or due to the land sliding critical angle of the deep slope.
    系统可以根据在一个安全的距离内邻近溪流的土壤保护层或者陡坡地滑坡关键角计算出伐木的限制区域。
  5. Influence of intersection angle between trend of slope and strata on stability of bedding slope
    顺向坡岩层倾向与坡向夹角对斜坡稳定性的影响
  6. The shear stress concentrates in the retaining substructure and the angle of slope, especially serious in the angle of slope.
    剪应力在支护结构和坡角处有集中现象,在坡角处较为严重。
  7. The variation rule of the critical height obtained from deforming failure mechanism with the internal friction angle of soil and rock and slope angle was studied.
    由变形破坏机构得到了边坡临界高度上限解随坡角及岩土内摩擦角的变化规律。
  8. Because the grain is little in full tailings, angle of beach surface slope become very smooth near the gateway, and the flow is very slow. Remain the slowly sliding flow, so angle of beach surface is about 0.3%.
    但由于全尾矿中这种颗粒少,离放矿口不远处的滩面坡度就变的很平缓,流速很慢,维持这种缓慢滑移流动的滩面坡度约为0.3%。
  9. Full-equilibrium Method, a method for calculating the stress in geomembranes on slope in landfills, is briefly introduced. And based on this method, the reasonable combination of angle and height of slope in landfill is analyzed.
    介绍了计算填埋场边坡防渗膜应力的全平衡法,利用该方法分析了填埋场边坡的坡角与坡高合理组合。
  10. The entry point was calculated at different angle of the proximal tibial slope and at different diameter of the tibial medullary cavity.
    计算在不同斜坡角度、髓内钉直径的置钉点。
  11. Then, the influences of height and angle of bedding slope, angle of interface as well as earthquake parameters including amplitude, frequency and duration time on the permanent displacement characteristics of rock bedding slope under earthquake were analyzed.
    在此基础上,利用三维离散元程序3DEC初步分析了地震动荷载作用下坡高、坡度、岩层倾角以及地震波参数包括振幅、频率和持续时间等因素对顺层岩体边坡永久位移的影响规律。
  12. Displacement vector angle of colluvial slope and its significance
    堆积层边坡表层位移矢量角及其在稳定性预测中的作用与意义
  13. Based on three-dimensional surface morphology, a new method called Angle of Root Mean Square Slope method ( ARMSS) was proposed to calculate fractal dimensions of profiles of cementation plane.
    从形态数学原理出发,建立了均方根坡角法(ARMSS)测算岩石与混凝土胶结面轮廓线的分维数,定量描述其粗糙程度。
  14. The factors which effect on the infiltration are analysis, including parameters in VG model, soil distribution, angle of slope, rainfall duration and the predicting model for the coefficient of permeability of unsaturated soil.
    对现场土坡形态进行简化,以简化后的土坡作为计算模型,分析了VG模型参数、土层分布、坡比、降雨持续时间和非饱和渗透系数推定模型的选择对数值模拟结果的影响。
  15. Conclusion shows that the analysis method of deformation of inclination angle is inferior to that of slope deflection.
    结果表明:倾角变位法不如角变位移法。
  16. Supposing the slip plane of slope as a straight line, the paper derives the critical height and the critical angle of the slope by limiting balance method, then defines the position of unsafe slip plane and the critical angle of safe slope.
    假定斜坡的滑移面为直线,用极限平衡法推导了倾斜边坡的临界高度和临界坡角,解出了倾斜边坡中安全系数最小的滑动面的位置,确定了边坡中稳定土体的临界角度。
  17. The length and the angle of the proximal tibial slope were ( 2.34 ± 0.2) cm and ( 20.1 ± 4.3)°, respectively.
    在X线片上,胫骨近端斜坡长度和角度分别为(2.34±0.27)cm和(20.1±4.3)°。
  18. Once the angle of the slope plate increased, the speed of the molten on the plate also increased, the cutting effect of the slope plate and the inner physical effect of the molten were strengthened, which helped spheroidizing and fining the austenite more.
    倾斜板角度增加,熔体在倾斜板上的流速增加,倾斜板的剪切作用及熔体内部的物理冶金作用加强,奥氏体球化程度增加,尺寸变小。
  19. The research result shows that the stability of a dip slope enhances with the increase of the angle between the strikes of slope and strata, and bedding slips occur seldom when the angle is over 30 °.
    结果表明,边坡的稳定性随二者夹角的增大而增大;当夹角大于30°时,顺层滑坡的数量明显减少。
  20. Dependable index decrease when increase of variable coefficient of cohesion and angle of internal friction of slope.
    当土坡的粘聚力变异系数,内摩擦角变异系数增大时,可靠指标有很大的下降;
  21. The inverse design method for circular failure slope is a new kind of design approach for designing the slope angle of the circular failure slope based on its geotechnical parameters and height and the prescribed factor of safety.
    圆弧破坏边坡反演设计方法,是根据边坡的岩土力学参数及边坡高度,在确保安全系数满足要求的前提下,对圆弧破坏边坡的边坡角进行设计的一种新方法。
  22. Discussion on Methods for Determining Cracking Angle of Rock Slope
    岩质边坡破裂角确定方法的探讨
  23. Study on the Influence of Dip Angle of Soil Nailing to Slope Stability
    土钉倾角对边坡稳定性影响研究
  24. In addition, the friction angle of the slope plays an important role when the rockfall rolling and sliding on the slope, it should be paid special attention too.
    另外,边坡坡面摩擦角对于滚石在滚动和滑动阶段的运动轨迹和能量转化起着重要的作用,也需特别注意。
  25. The decrease of emphatic pressure is roughly characteristic by linearity, and angle of slope add by increase of pressure.
    侧压力的降低大致具有线性关系的特性,且直线倾斜角随压制压力的增加而增大。
  26. Hence the study on the optimal slope angle in opencast mine has very important economic value and engineering practice significance. Therefore, this paper took slope engineering of Zijinshan opencast mine as example and studyed the stability and optimal angle of high slope.
    可见对露天采场高边坡坡角的优化进行研究,具有十分重要的经济价值和工程实践意义。因此,本论文以紫金山露天采场边坡工程为例,研究该边坡的稳定性及其坡角优化。
  27. Based on the magnitude of natural repose angle of soil and slope angle, earth slide is divided into shallow slide and deep slide, and respectively discussed. Combined with engineering, the slide safety factor is calculated and accorded very well with practice. 4.
    根据土体的自然休止角及坡角的大小分为浅层滑坡和深层滑坡两种情况进行讨论,结合实际工程计算出边坡安全系数,与实际情况吻合较好。
  28. The value of stable angle of rock slope is controlled by internal structural planes of rock mass, and rationality of value directly affects the stability of slope.
    岩质边坡的稳定安全坡角的取值主要受岩体内部结构面所控制,安全坡角值是否合理直接影响着边坡的稳定性。
  29. Using the formula proposed abutment locations to determine the consult position and the stable angle of slope.
    然后利用桥基位置确定公式提出了桥基参考位置、岸坡稳定坡角和安全距离。