查询词典 slope function

The algorithm is applicable to form shape on whatever slope, and not all the character awaits the complex landslip part of the stability analysis along the slope, this, is worthy of the project and the actual problem.

计算方法适用于任何坡面形状、非均质边坡等复杂滑坡体的稳定性分析，这一点，对工程实际问题来说具有很好的使用价值。

On the basis of stability analysis, the author takes the K27+825 slope from the type of slope which has lest stability as an example. According to its basic feature, the design ueses the choosed best reinforce and control scheme: lattice beam, anchor wire, grouting and abstraction of water. In the course of design, the author takes into account not only reasonable optimize of whole control plan but also local measure such as whether the unstable block will shear from vnlnerable sections when control plan is laid out concretely, in order to reach the goal of reasonable design and effective control.

在稳定性分析的基础上，以边坡稳定性最差的一类中的K27+825边坡为例，结合其自身的特点，用优选出的加固防治方案：框架梁+锚索斗灌浆+排水进行设计，设计中既考虑总体防治方案的合理优化，又充分考虑了加固工程的具体布置时是否存在不稳定体从锚索或框架梁的薄弱部位剪出的可能性等一些细部措施，以达到合理设计，有效及经济治理的目的。

At the same time, some factors such as cohesive strength, internal friction angle, slope angle of slide plane, groundwater level and earthquake intensity are analyzed. Different sensitive degrees with assurance factor are obtained. The mathematical models are simulated for them. It supplies the theoretical basis for how to confirm stability of part of slope. This will offer some guidance for the practical engineering.

同时，通过研究粘聚力、内摩擦角、滑动面倾角、地下水位及地震烈度等影响因素对边坡安全系数的敏感性程度，得到了该边坡工程的主要影响因素，并通过岩体粘聚力、内摩擦角及地震烈度与边坡稳定性系数的关系曲线分别模拟出了它们的数学模型，对确定边坡某一具体位置的稳定性程度提供了理论基础，具有一定的实际指导意义。

With application of plastic limit analysis method using finite element method, stability of high loess slope is analyzed and solved by using linear programming method in this paper. Safety factor and stress fields and velocity fields of slope can be obtained.

本论文采用有限元塑性极限分析法对黄土高边坡进行稳定分析，并运用线性规划的方法对稳定问题进行求解，可以得到边坡的稳定安全系数和边坡的应力场及速度场。

Appraising the current methods of slope stability, the paper puts forward Finite Element Plastic Limit Analysis of the slope stability subjected to pore water pressure.

本论文对目前用于边坡稳定性评价的主要方法进行了研究对比后，提出了考虑孔隙水压力条件下的边坡有限元塑性极限分析法。

Then,calculates the slope\'s stabilization by the limit equilibrium method and the limit element method,evaluates some factors that influence the slope\'s safety factor .

然后利用极限平衡法和有限元法对滑坡进行稳定分析，并对滑坡的安全系数影响因素进行评价，为治理提供依据。

Based on RS and GIS, landslide hazard assessment of Tiantai in Xuanhan County, Sichuan is studied by AHP method. Five evaluationelements including lineament structure, road, land use, slope grade and slope aspect are selected for landslide hazard assessment.

基于遥感和地理信息系统技术，采用多层次分析法，以四川宣汉天台乡为研究区，根据该区实际情况，选取线性构造、道路、土地利用、坡度、坡向5种影响滑坡灾害发生的因素作为评价因子，进行区域滑坡危险性评估。

Tthe main causes of ecological degradation include irrational utilization and traditional economic modes which embodied population rapid growth, destroying forest and opening up wasteland, tillage in steep slope, excess graze, mangling trees, single tree variety, irrational utilizing land and low level industrial structure except for natural reasons such as water, soil and slope.

本论文依托于赤水市生态修复项目，从水土保持生态修复的概念出发，论述生态修复的理论基础，分析赤水市生态退化的机理，根据赤水市生态修复区的生态环境现状和生态修复试点县的经验，提出赤水市水土保持生态修复措施和修复模式。

Ellie Arroway: I... had an experience. I slope establish it, I slope modify vindicate it, but everything that I undergo as a manlike being, everything that I am tells me that it was real.

Ellie：我有这种经验，我不能证明，也不能解释它，但是凭着我所有的知识和感觉我知道这是真的。

Compared with the actual landslide, the simulation result is good, which proves that the microcrack is the primary factor to control the rock slope failure; and it is very valuable for understanding the failure mechanism of the jointed slope.

通过与实际滑坡形式进行对比，模拟效果好，证明微裂纹是控制岩质边坡破坏的主要因索，对理解节理边坡的破坏机制具有重要意义。

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。