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1)  destabilization of slope
斜坡失稳
1.
In shallow hypergene zone,the shift of elements is of long-term and complicated feature and is influenced by a lot of factors,which plays an important role in destabilization of slope.
在浅表生带中,元素迁移是斜坡失稳孕育过程中显著的伴生作用,直观、细致地反映出斜坡失稳演化过程的长期、复杂、受多种因素控制的特征。
2)  losing stability of consequent slope
顺层斜坡失稳
3)  instability of planar sliding slope
斜坡平面滑动失稳
4)  slope stability
斜坡稳定
1.
The method of fuzzy comprehensive analysing and evaluating slope stability on catastrophe theory;
基于突变理论的斜坡稳定性模糊综合分析与评判
2.
In this paper,based on Interval Theory,a new reliability analysis method of slope stability in permafrost regions with small sample size is proposed.
青藏铁路和青藏公路沿线的斜坡稳定对交通线路的安全运营十分重要,与其稳定性评价有关的土的参数指标样本很少,且离散性很大,很难得到较为准确的统计特性,针对此问题,该文基于区间理论,提出了一种小样本条件下多年冻土地区斜坡稳定问题的可靠性分析方法。
5)  Slope instability
边坡失稳
1.
Resistivity responding characteristics reflecting soil slope instability;
土质边坡失稳的电阻率响应特征
2.
Starting from several aspects affecting the slope instability , the paper analyzes the causes of the slope instability.
该文从影响边坡失稳的几个方面分析了边坡失稳的原因,并根据勘察资料及边坡稳定性计算,验证了上述观点的正确性。
6)  slope failure
边坡失稳
1.
Failure of debris flow fan is distinct from the common rock and soil slope failure due to the unique geotechnical features of debris flow sediment.
泥石流堆积体边坡失稳现象由于其组成物质、形成年代和堆积部位等方面的特点,与其他岩土边坡失稳有不同的表现。
2.
This paper takes the slope failure as a system to qualitatively analyze the mechanism in the process of the slope failure,sets up the solid fluid coupling mathematical model and makes coupling analysis of the stress and displacement by practical examples Reliability of the model has been validated.
在考虑边坡岩体物理力学性质不均一性及地下水渗透力分布不均匀性的条件下 ,将边坡失稳作为一个系统来定性地分析其在失稳过程中的机理 ,建立了边坡失稳系统固流耦合的数学模型 ,并结合算例分别对应力和位移进行了耦合分析 ,从而验证该数学模型的可靠
3.
Using resistivity as index and referring to the law about effecting of slope to resistivity, the apparent resistivities of geophysical model concerned with unsteady rock type slope failure have been calculated systematically by using the boundary integral equation method.
利用边界积分方程法对岩石边坡失稳地球物理模型的视电阻率进行了系统数值计算,研究了岩石边坡失稳的电阻率响应特征,揭示了边坡从稳定→失稳演化过程的电阻率变化规律,从而实现了边坡失稳的电阻率响应特征的提取。
补充资料:斜坡
1.倾斜的地面。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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