Thirdly, the slope protection for cutting side slope is simply designed.
最后简单设计了路堑边坡坡面防护。
The roadbed design of basic content is determining roadbed side slope form and slope .
路基设计的基本内容，就是确定路基边坡的形状和坡度。
Stability of side slope is the basic guarantee for normal production of the opencast stope.
边坡稳定是露天采场生产正常进行的基础保障。
Results showed that soil water content could evidently reduce soil loss by wind on side slope .
结果表明，土壤含水率可以不同程度地减少边坡的平均风蚀量。
The Paper proposed the detailed probability analysis method and steps for side slope stability.
提出了边坡稳定概率分析的具体方法及分析步骤。
The mechanical model of cutting side slope stability in frigid zone is put forward according to the research above.
在此基础上构建了寒区路堑土质边坡稳定性的力学模型。
The side slope at the exits of the diversion tunnels of Geheyan hydropower station is a man-made high and steep one.
清江隔河岩水利枢纽电站引水洞出口是由自然边坡改造而成的高陡人工边坡，具上硬下软岩体结构。
The dynamic process of the roadway drainage in the side slope is simulated by using boundary element numerical method.
应用边界元数值方法模拟研究了巷道疏干边坡地下水的动态过程。
The stability of the side slope in reservoir influences constructing and operating of hydropower station significantly.
库岸边坡的稳定性对电站的施工和运营均有重大影响。
Highway side slope protection can secure the driving safety and make highway and environment more coordinate and beautiful.
公路边坡防护是为了保障行车安全，同时也使公路与环境更加和谐美观。
Steering mechanism is an important mechanism which can adjust compacting gradient of slope for the roadbed side slope compactor.
转向机构是路基边坡压实机调整压实坡度的重要机构。
Based on the practice, it introduces the methods of design of side slope protection alongside the high fill subgrade construction.
结合工程实践，介绍高填方路基边坡中填方路段派水设计、边坡防护设计的常用方法。
The destructive soil and environment will result in many side slope disaster, such as collapse, landslide, soil erosion, and so on.
土壤生态环境的破坏会导致很多的边坡灾害，如塌方、滑坡、水土流失等。
Combine the limestone rock body characteristic of mountain area, we have analyzed the corresponding side slope safeguard procedures.
结合石灰岩山区岩体特性，探讨分析了相应的边坡防护措施。
The protection and consolidation for rock and soils side slope is one of primary technical problem in engineering construction region.
岩土边坡的加固与防护是工程建设领域的主要技术问题之一。
The concrete crushing type sidewall technology is a new method for constructing the upstream side slope of concrete face rockfill dam.
混凝土挤压式边墙技术是混凝土面板堆石坝上游坡面施工的新方法。
The revetment with anchor bolt frame is a new type of slope protection and strengthening measure applied for expansive soil side slope.
锚杆框架护坡作为一种新型的边坡防护加固措施，应用于膨胀土的边坡中。
In southern China, gravel containing cohesive soil side slope destabilization is the prime land slide type of transmission line side slope.
在我国南方地区，含碎石粘性土边坡失稳是输电线路边坡滑坡的主要类型。
Pointed out the slope high the ratio of slope and the weathering depth is the hard soil and soft rock side slope stable major effect factor.
指出坡高、坡比和风化层厚度是硬土软岩边坡稳定性的主要影响因素。
This article isa brief retrospect of high side slope design of intake, research achievements in the design period and the reason for decision.
简要回顾了进水口高边坡设计过程，各设计阶段研究成果及重大技术决策的理由和依据。
It is used to drill heavy duty pretension anchor holes at side slope of water power station, railway or highway projects, as well as drainage holes.
适用于水电站铁路公路边坡大吨位预应力锚固孔排水孔的施工，以及预防滑坡岩石坍塌等地质灾害治理工程。
Moreover, the prediction equations for the soil loss quantity on side slope with different vegetation during the construction of the express were got.
通过回归分析得到高速公路建设过程中不同植物配置坡面的土壤流失量预测方程。
For open spread foundation, the pit is excavated by excavators for earth work with manpower to trim the side slope and build the ditch on top of base pit.
明挖扩大基础基坑开挖时，土方采用挖掘机开挖，并由人工配合进行边坡修理、基坑顶面排水沟的修建等辅助工作。
Shotcrete rockbolt mesh support can improve the structure strength and anti-deform rigid of rock soil, and can reinforce the whole stability of side slope.
喷锚网支护可提高高边坡岩土的结构强度和抗变形刚度，增强边坡的整体稳定性。
An introduction is given to natural conditions of subgrade work, main principles for subgrade design, green protection of side slope, and design optimization.
介绍胶新铁路路基工程的自然概况，设计的主要原则，边坡绿色防护和优化概况。
A new method which neither center stakes nor cross - sectional directions about route layout side slope stakes from traverse stations, is discussed in this paper.
提出一种无需放样路线的中桩，也无需测定横断面方向，在导线点上直接放样路线边线的新方法。
A new method which neither center stakes nor cross - sectional directions about route layout side slope stakes from traverse stations, is discussed in this paper.
提出一种无需放样路线的中桩，也无需测定横断面方向，在导线点上直接放样路线边线的新方法。
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