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1)  sliding soil mass
滑动土体
2)  sliding mass
滑坡体;滑动土体
3)  soil landslide
土体滑坡
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。
4)  soil body sliding
土体滑移
1.
The comparative analysis shows that the soil body sliding locations by the two kinds of methods are consistence,which proves that geological radar is able to make out the area influenced by foundation pit excavation fast and effectively and it is also an effective method to examine the problems of the foundation surrounding the pit.
对比分析可见两种方法所得的土体滑移位置具有良好的一致性,表明了探地雷达具有快速有效地确定基坑开挖影响区域的能力,是一种快速检测坑边地基病害的有效方法。
5)  resistgce to sile sliding around a pile
土体绕桩滑动阻力
6)  sliding zone soils
滑动带土
1.
A modified Singh-Mitchell’s creep function of sliding zone soils of Xietan landslide in Three Gorges;
三峡泄滩滑坡滑动带土的改进Singh-Mitchell蠕变方程
2.
Creep tests of sliding zone soils of Xietan landslide in Three Gorges Area;
三峡泄滩滑坡体滑动带土的蠕变试验研究
3.
The displacement and long term stablization of the old landslides in Three Gorges Area mainly depend on both the decreasing of strength and time effect of the mechanicl characteristics of sliding zone soils.
三峡古滑坡的变形和长期稳定的控制性因素在于滑动带土的力学特性的强度损伤积累和时间效应。
补充资料:滑动
一个物体在另一物体上接触面不变地移动,如滑冰时冰刀在冰上的运动。
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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