1·Analysis and design of supporting structures on loess slope are very complicated problems.
黄土边坡支挡结构的分析与设计是工程设计的一大难题。
2·According to experimental data, Plaxis soft is taken as researching stability of loess slope.
根据得到的实验数据，利用有限元软件进行边坡稳定性分析研究。
3·Study on prediction model to estimate stability of high loess slope considering water content;
本文就针对多层荷载作用下高填方边坡的稳定性进行了研究。
4·The study provided a reference for improving the model of soil nutrient transfer in runoff on the loess slope.
该研究为进一步完善黄土坡面径流养分迁移模拟模型提供了参考。
5·At the same time, the suggestion about designating high loess slope that lies in Tong-Huang high way is put forward.
同时，作者还提出了铜黄一级公路常见黄土高边坡的坡型设计建议。
6·Firstly, the main deformation and destruction forms of high loess slope and its deformation and destruction mode are brought forward.
首先，对黄土高边坡变形破坏的基本形式及其破坏机理进行了总结分析。
7·At last, an optimized model for designing high loess slope was established, and the loess high slope of long-Huang high way verified this model.
最后，应用数学原理和优化原理，建立了黄土高边坡的优化模型，并用该模型对铜黄一级公路黄土高边坡进行分析验证。
8·The relationship between hydraulic characteristics and soil erosion amount has been studied through rainfall simulator experiment on loess slope.
通过室内人工降雨模拟试验，研究黄土坡面水流的水力学特征参数与土壤侵蚀量间的关系。
9·The model is used in estimating runoff and erosion from a experimental plot on the loess slope, the results and problems encountered are analysed.
该文介绍了这一模型在计算黄土坡面径流量及侵蚀量中的应用，并分析了存在的问题。
10·According to the results of simulation rainfall experiments, the transport traits of soil water on loess slope lands with different soil antecedent water content, 1.
通过室内模拟降雨试验，研究了水蚀条件下初始含水量分别为1。