1) cutting in frost area
寒区路堑
1.
It analyzes and puts forward main causes and influencing factors of artifical side slope slide of soil-cutting in frost area and forms a mechanical theoretical model.
通过对寒区路堑人工土质边坡滑塌现象的调查研究,分析了人工路堑边坡滑塌的主要原因及影响因素,在此基础上构建寒区路堑人工边坡稳定性的力学模型,通过对春融期处于饱和状态的边坡土体稳定性进行验算,提出宜排水固坡不宜削坡稳定的寒区路堑人工土质路堑边坡稳定措施,即采用土工材料下层排水,利用网状土工格室上层固土并种植喜水根深的马莲草的综合边坡稳定技术,取得较为理想的防治效果。
3) frozen embankment
寒区路堤
1.
Based on the upper bound theory of limit equilibrium analysis,a formula is obtained for the plastic work rate that takes place in a frozen embankment consisting of a perfectly plastic material obeying the non-linear failure criterion with an associative flow rule in the plane strain regime.
假定冻土为理想弹塑性体,且符合相关联的流动法则,基于极限分析的上限理论,对非线性破坏准则的寒区路堤边坡稳定性问题,提出了一个既考虑了相关的非线性效应,又易于工程计算,且不失必要分析精度的实用方法。
5) cutting
[英]['kʌtɪŋ] [美]['kʌtɪŋ]
路堑
1.
Research on treating measures of expansive soil cutting slope;
膨胀土路堑边坡防治措施的研究
2.
Replacement thickness analysis of cutting in expansive soil area;
膨胀土区域路堑换填厚度分析
3.
Smooth blasting construction in side slope of cutting at yishui expressway;
宜水高速公路路堑边坡光面爆破施工
6) cut slope
路堑
1.
Through geological investigation and field monitoring of Ningming tertiaryi limnic weathered mudstone and residual soil cut slopes of Nanning-Youviguan,Express the characteristics of water content,temperature,shrinking coefficient,swelling quantity variation under 50 kPa with depth of natural slopes and cut slopes in swell and shrinking active zone of expansive soil were studied.
通过对南(宁)友(谊关)高速公路宁明下第三系湖相风化泥岩及其残积土路堑边坡的系统地质调查、现场监测,对比研究了膨胀土自然边坡和路堑边坡胀缩活动带的含水率、地温、收缩系数及50 kPa下膨胀量随深度的变化特征,结合对边坡胀缩裂隙与滑坡体形态要素的相关性分析,提出了胀缩活动带滑坡的半定量破坏模式,为有效进行工程处治提供了依据。
2.
This paper expounds the technical features,construction processes and construction points of the prestressed anchor rope construction technique for the high-cut slope of the road engineering,and puts forward some treating measures for the common problems and some points for the construction safety.
阐述了道路工程高路堑边坡预应力锚索施工的工艺特点、施工工艺及施工要点,提出了常见问题的处理措施及施工安全要点。
补充资料：HⅡ区和HⅠ区
见电离氢区和中性氢区。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条