1) site liquefaction tendency
场地液化势
2) earthquake-induced site liquefaction potential
场地地震液化势
4) liquefied field
液化场地
1.
It is of great importance for preventing and reducing the damage caused by earthquake that understand the foundation\'s responses and the pile\'s failure mechanism of pile-soil-structure seismic interaction characteristics in liquefied field.
近年来,桩—土—结构动力相互作用研究在国际上引起广泛关注,液化场地桩—土—结构动力相互作用研究更是其中的热点,也是公认的难点。
5) Seismic liquefaction potential
地震液化势
1.
Probabilistic estimation of seismic liquefaction potential for 2.5 dimensional site based on GIS;
基于GIS的2.5维场地地震液化势概率评价
2.
By GIS technique,the evaluation values of seismic liquefaction potential at the observation boreholes can be adopted as the elevation in digital elevation model and then the identification of liquefaction locality for 2D large region site can also be estimated based on Kriging interpolation method.
用具有概率意义的饱和砂土抗液化强度经验公式来对大区域场地进行地震液化势二维概率评价;在GIS软件ArcGIS的支持下,将取样钻孔处的液化势评价结果等价于数字高程模型(Digital Elevation Model,DEM)中的高程,利用ArcGIS空间分析模块中的Kriging插值法估计大区域场地的地震液化范围。
6) soil liquefaction
场地土液化
1.
Study on the floatation response of buried pipelines due to soil liquefaction;
场地土液化引起的地下管道上浮反应研究
2.
The seismic hazards show that the soil liquefaction is one of the main reasons that buried pipelines are damaged.
在地震时，位于液化场地土中的地下管线不仅受到地震波动的作用，而且还受到由于场地土液化产生的上浮力的作用，使得地下管线发生上浮反应，有时甚至露出地表，产生破坏。
3.
Study on influential factors of buried pipeline floatation response due to soil liquefaction;
本文在以前研究的基础上,对场地土液化引起的地下管道上浮的影响因素进行了较为全面的研究,包括液化土的弹簧刚度、管道的初始变形、液化区长度、管道的初始轴力、管道材料、管道半径等的影响。
补充资料：村村势势
1.犹言土头土脑。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条