1) Slope deposit layer
坡堆积层
2) accumulative landslide
堆积层滑坡
1.
Application of loading/unloading response ratio theory to prediction of accumulative landslide;
加卸载响应比理论应用于堆积层滑坡预报
2.
On the basis of the analysis on various factors that influence the high slope stability,the deformation failure mode of the slope is a middle-shallow accumulative landslide which is composed of soil and rock.
分析了某水库溢洪道左侧高边坡工程地质条件及影响边坡稳定的各种因素,认为该高边坡变形破坏类型属中浅层土石混合堆积层滑坡。
3) accumulation landslide
堆积层滑坡
1.
In order to improve our understanding of the fundamental mechanism of accumulation landslide induced by rainfall infiltration and to clarify some important slope characteristics varing with time lapse,the artificial rainfall simulation tests and the field synthetic monitored method are carried out in a typical accumulation slope in the section K85+650～690 of Shanghai-Ruili Expressway of China.
为了对降雨入渗诱发堆积层滑坡的失稳机理有较深的了解,以及研究边坡性状随时间变化的一些重要特性,选取上瑞高速公路贵州段K 85+650~K 85+690典型堆积层边坡进行人工降雨模拟试验和原位综合监测。
2.
To counter the motion deformation characteristicscs of accumulation landslide.
针对堆积层滑坡变形破坏特点，运用灰色理论，对滑坡位移观测资料进行了处理，求出了灰色位移矢量角。
4) colluvial slope
堆积层边坡
1.
In order to understand the fundamental mechanism of cut-induced landslides in colluvial slope and to clarify some important characteristics of slope,in-situ cut tests a.
为了对切坡开挖诱发下的堆积层边坡的失稳机制有较深入的了解及研究边坡性状随时间变化的一些重要特性,在贵州晴隆选取一个典型的堆积层边坡进行现场开挖试验和原位综合监测。
2.
Based on interpretation of the monitoring data of actual displacement which resulted from the landslides in Xintan,it is shown that the stability of whole homogeneous colluvial slope is closely correlated with two parameters,velocity of surface displacement and angle of surface vector.
根据边坡不同稳定性的位移矢量角的形成机制以及对新滩边坡实际资料的分析,发现堆积层边坡的表层位移矢量角是描述和评价边坡整体稳定性的基本参数之一。
5) colluvial landslide
堆积层滑坡
1.
Analysis of displacement dynamic features of colluvial landslide induced by rainfall;
降雨诱发型堆积层滑坡的位移动力学特征分析
2.
Moreover,the relevant displacement load-unload response ratio can be used as the displacement dynamic parameter of colluvial landslide in term of the essential principle of the load-unload respo.
在系统分析堆积层滑坡的物质组成和失稳动因的基础上,运用加卸载响应比理论的基本原理,首次提出了将降雨和孔隙水压力的变化作为滑坡的加卸载参数,相应平均位移速率的变化值为加卸载响应参数,由此所确定的位移加卸载响应比作为堆积层滑坡的位移动力学参数,并根据堆积层边坡位移动力学规律论证了该位移动力学参数在滑坡预测预报的可行性和有效性。
6) debris landslide
堆积层滑坡
1.
A displacement dynamics parameter of debris landslide induced by water and its application t o stability evaluation——Taking Huanglashi landslide in Three Gorges Reservoir area for example;
水诱发堆积层滑坡位移动力学参数及其在稳定性评价中的应用——以三峡库区黄腊石滑坡分析为例
2.
Effect of groudwater on the debris landslides in three gorges reservoir regions;
地下水在三峡库区堆积层滑坡中的作用
3.
On the basis of the systematic analysis of the dynamic displacement factors and destabilized mechanism of debris landslide induced by water,the dynamic action and its response law of groundwater in the process of the dynamic stability evolution of the slope are systematically analyzed.
在系统分析水诱发堆积层滑坡位移与失稳动因与机制的基础上,深入研究并总结地下水在堆积层滑坡稳定性演化过程中的动力作用与动力响应规律和特点,发现水诱发堆积层滑坡的位移与失稳直接受地下水位变化量控制,且其位移规律与地下水位变化量存在对应关系。
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