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1)  instability of natural slope
自然坡失稳
1.
In this paper,the application of the fuzzy probability measures to the analysis of the instability of natural slope due to underground mining under the mountain areas in Liushangou phosphorus mine is described.
针对柳山沟磷矿床地下开采自然坡失稳问题,应用模糊测度理论,推导了相应的地表下沉、倾斜、地表曲率、水平移动、水平变形的理论计算公式,对处于山区的柳山沟磷矿床地下开采所引起的地表移动与变形及山体失稳问题进行了具体分析。
2)  natural slope stability
自然坡稳定性
3)  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。
4)  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。
5)  landslide failure
滑坡失稳
6)  soil slope failure
土坡失稳
1.
A method of fuzzy probability for soil slope failure is established in the paper.
探讨了渗透破坏情况下土坡失稳的模糊概率的计算方法,工程实例分析表明,该方法优于其他传统的方法。
补充资料:小坡
1.称宋苏过。
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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