查询词典 slope function

The system calculation and analysis on stress field, displacement field and failure zone indicate the high rock slope of spandrel groove and water inlet are stable if they are excavated in the designed slope ratio.

通过对拱肩槽及进水口边坡的应力场、位移场和破坏区域模拟计算表明：拱肩槽、进水口边坡在拟订的开挖坡比条件下整体均处于稳定状态。

The CACA-SVM is used to analysis the stability of the slope of right-bank spandrel groove at Jinping. The results are in good agreement with the actual data, which indicates that the CACA-SVM can be well applied to the analysis of slope stability

结合锦屏一级右岸拱肩槽边坡，采用蚁群优化支持向量机模型对其稳定性进行预测分析，预测结果与实际情况吻合较好，说明蚁群优化支持向量机模型在边坡稳定性分析中具有良好的实际应用价值。

The method is applied to evaluating the comprehensive safety of the high rock slope on the left spandrel groove of Jinping I hydropower project. It is obtained that the grade eigenvalue is 4.001 and safety grade is IV which means that the comprehensive safety grade of the high rock slope is between hyper-stability and stability.

将该方法应用于锦屏一级水电站左肩槽岩石高边坡的整体安全评价，经计算得出该边坡整体安全综合评价的级别特征值为4.001，安全等级为IV级，介于稳定与极稳定之间。

It was got that parameters influencing on current and the relationship between current peak value and slope control time in starting process by slope voltage, and the definition of motor starting efficiency was proposed.

通过分析得到采用斜坡电压控制策略时影响起动电流的参数和电流峰值与斜坡控制时间的关系，同时提出了电动机的起动效率概念。

For the case of Zhang-Long expressway Shi Kongsban No.Ⅱ section high rock slope, on the basis of the systematic analysis of engineering geologic properties, Stereographic polar projection method, and Finite Element Method are used in comprehensive evaluation and systemic analysis, by which the slope stability results are obtained, and then are accepted and adopted by design and construction corporations.

针对漳－龙高速公路石崆山Ⅱ段岩质高边坡工程，在系统分析边坡工程地质特性的基础上，采用赤平极射投影法和有限单元法等，进行综合评价和系统分析，获得的稳定性结论，已正常运营使用若干年，反映了系统分析，综合评价方法是成功和有效的。

In the vegetation of subalpine meadow zone, temperature is relative higher and there is local high temperature center in middle slope. Temperature is lower in slope foot, and the change of temperature grads is big.

在亚高山草甸带植被中，坡面中偏下部温度相对较高，往往会出现局部的高温中心；而坡面的底部普遍温度较低，且温度的梯度变化大。

With the rapid development of the engineering actions in the highland with particular stratigraphic sequence, because of the buildings at the back of the sliding body and the cutting slope at the front, the pushing force of rock and soil in slope increased, but the anti-sliding force weakened. On the other hand, during the rainfall surface water immerged into the layer interface of the diatomite along the unloading cranny, resulting in the diatomite becoming soft after absorbing water and its shear strength lowered. At the time, the water level went up, the dynamic water pressure and uplift pressure increased, the anti-sliding force continued to reduce. Therewithal, the landslides occurred along sliding surfaces with small tilt angle.

在丘陵区此独特的层序地层近年来随着人类工程活动强度的增大，滑体后缘建筑，前缘切坡，造成下滑力增加，抗滑力减弱；另一方面在降雨的作用下，地表水体沿着卸荷裂隙通道浸入到下伏硅藻土层界面，硅藻土吸水软化，抗剪强度减弱，同时地下水水位上升，动水压力和扬压力加大，抗滑力进一步降低，于是产生了低倾角滑面滑坡。

The variation rules and selection method of mechanics parameters of rock slope are important in the stability analysis and slope design.

岩质边坡滑动面力学参数的变化规律及其对应的取值理论和方法研究是边坡稳定性分析和防护设计工作中的重要环节。

It was shown that winter-time natural convection in the fractured-rock embankment began to occur in the side slope portions and developed from two side slope portions to the middle portion of embankment with lowering of surface temperatu...

通过引入自然对流指数，分析了自然对流降温效应随路堤碎石层填筑厚度的变化规律，其可分为恒零区、急增区和缓变区3个阶段，急增区的起点和终点对应于路堤碎石层填筑的最小厚度和最大厚度。最后，利用自然对流指数具体计算了不同粒径碎石层填筑的临界厚度。

According to the practical observation and result of WEPP model simulating, the rate of the soil erosion was the biggest when the slope was 18-23. The reasons were that hydraulic friction and change of the acceptant area-were decided by steep and slow of the slope.

用WEPP模型来模拟皇甫川流域坡面与侵蚀量的关系是可行的，根据试验观测及WEPP模型模拟得到结果，皇甫川地区的土壤侵蚀率在坡度是18~23℃时最大，原因主要有坡度的陡缓决定了水力阻力的大小和坡面承雨面积的改变等。

I hope that this success is just the first in a long series.

我希望这只是成功的开始。

Three dimensional stresses on the interface of tire and soil, tire deflection and soil sinkage are measured.

测试轮胎——沙土界面上的三向应力、轮胎变形和沙土沉陷；建立考虑剪切应力对沙土承载特性产生影响的车轮牵引性能预测模型；分析车轮作用下土壤的纵向稳定性。