1) loose layer landslide
松散层滑坡
1.
The basic principles used in the investigation and stabilization of loose layer landslide and soil landslide are emphasized.
本文对土体滑坡和松散层滑坡治理过程中容易出现的冒顶剪出、桩间土挤出和锚索预应力衰减等三方面的问题 ,结合典型的工程实例进行分析探讨。
2) loosen body landslide
松散堆积层滑坡
3) loose material landslide
松散滑坡
4) loose media landslide
松散体滑坡
5) loose soil landslide
松散土质滑坡
1.
In order to reveal the related distribution law between slope-mass slide displacement and precipitation of shallow and medium layer for loose soil landslide,the distribution law of power function was derived with the relationship between slope-mass slide displacement and precipitation.
为了揭示松散土质滑坡滑体位移与降雨量之间的相关性分布规律,通过资料搜集整理和分析、现场工程地质调查,采用数理统计分析法,分别对典型浅层和中层松散土质滑坡坡体位移与降雨量进行了指数和幂函数等模型的线性或非线性回归分析和比较。
6) Songzong landslide
松宗滑坡
1.
The lacustrine deposit,more than 88 meters thick measured by Total Station(TCA2003),is disclosed after the Songzong landslide.
松宗滑坡处的湖相沉积剖面厚度≥88m,其中厚达18。
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