1) 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。
2) earthquake-induced site liquefaction potential
场地地震液化势
3) seismic liquefaction
地震液化
1.
Analyzing and preventing seismic liquefaction of sands;
砂土的地震液化分析与防护
2.
Evaluation on seismic liquefaction in geological survey;
论工程地质工作中的地震液化评价
3.
Study on laboratory test of large ground displacement induced by seismic liquefaction;
砂土地震液化后大位移室内试验研究探讨
4) liquefaction
[英][,likwi'fækʃən] [美][,lɪkwɪ'fækʃən]
地震液化
1.
Utilization of shear wave velocity in assessment of liquefaction potential of saturated sand under level ground during earthquakes;
剪切波速在评估地基饱和砂层地震液化可能性中的应用
2.
This paper presents the study results of large scale shaking table tests on liquefaction of saturated silty soil.
为充分研究这一饱和粉土地层的液化特性,本文作者利用大型地震模拟振动台,进行了模拟自由场地饱和粉土的地震液化模型试验,试验结果再现了自然地震触发的粉土液化的各种宏观震害现象,揭示了饱和粉土的地震液化规律和特征。
3.
The analysis and introduction on the liquefaction mechanism of saturated sandy soil due to vibration,the influenced factors,liquefaction effect as well as treatment measurements are introduced and analyzed in the paper.
我国是多地震国家,地震区分布广,地震灾害严重,许多重要设施处于地震液化敏感区内。
5) earthquake liquefaction
地震液化
1.
Mechanism and assessment of earthquake liquefaction of alluvial silt in lower reaches of Yellow River;
黄河下游冲积粉土地震液化机理及其判别
2.
Study on assessment of earthquake liquefaction of alluvial silt in lower reaches of Yellow River;
黄河下游冲积粉土地震液化判别研究
3.
Research of earthquake liquefaction for main pier base of the Jingsha Changjiang highway bridge;
荆沙长江公路大桥主桥墩基地震液化研究
6) earthquake induced liquefaction
地震液化
1.
The analyses of the results of SPT in 3 boreholes and the results of CPT in 30 boreholes showed that the possibility of earthquake induced liquefaction of silty soil was generally eliminated after appropriate measures had been taken during the construction of the approach jetty connecting Caofedian with the shore on the hydraulic fill of silty fine sand.
通过对3孔标准贯入试验和30孔静力触探试验结果的分析,表明以粉细砂吹填而成的曹妃甸通岛路工程在采取了相应的工程措施后,从总体上消除了地震液化的可能性。
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