液化区 meaning in Chinese
fluidized zone
Examples
- Construction of high embankment in road - bridge transitional section easily fluidized by vibration
震动液化区路桥过渡段高路堤施工技术 - 5 . on the basis of the results of the analysis in this paper , summing up the security measures to the liquefied zone : rational using liquefied sand layer and avoiding failure of foundation
5 、在本文计算分析结果的基础上,总结提出了从合理利用液化层和避免地基失效两个方面着手的液化区抗震设防措施。 - The results of the dynamic analysis illuminate that the liquefied area of the dam will be at the top of the coal ash body where coal ash deposits naturally . the depth of the liquefied area is about 20m and the liquefied area is far from the sub - dam , so it does no harm to the dam
该灰坝的动力特性分析表明，灰坝的液化区分布在灰体的上部，主要是在煤灰自然沉积区，液化深度在zom左右，液化区离子坝的距离较远，因此对坝体不构成威胁。 - When it comes to the research about the post - liquefaction behavior of saturated sand , the situation is not so famous . the current research is supported by the national science foundation project of large ground displacement due to seismic liquefaction ( no . 59809004 ) , and in this thesis the basic aspects about the post - liquefaction behavior of saturated sand has been thoroughly investigated . the main contents of the current research are as follows : in order to investigate the behavior of saturated sand , a multi - functional tri - axial test equipment has been designed
饱水砂土地震液化引起的地面大变形会对液化区的各种结构产生灾难性的破坏，在过去的几次大地震中均发现有因地面大变形而导致的破坏现象，但目前对该问题的研究较为欠缺，有关饱水砂土液化问题现有的研究基本都局限在初始液化之前，在饱水砂土地震液化的影响因素、产生的机理及条件、液化势的判别等方面积累了大量的研究成果，而液化后问题的研究才处于起步阶段。 - With an analysis of soil liquefaction potential for free field of nanjing metro line 1 under 7 degree earthquake , as well as for excavated field , in line with railway engineering anti - earthquake design specification , dynamic triaxial tests and theoretical analysis using efficient stress method , the author comes to the conclusion that , when metro plate is located at layer s and the layer is thick , liquefied area is at metro bottom plate ; in some local section liquefied area is at metro top plate , or arch sides at the top of metro in most places
摘要采用铁路工程抗震设计规范、动三轴试验及有效应力的理论分析相结合的方法，对南京地铁南北线（ 1号线）区间隧道开挖后其地基土在7度地震情况下的土层液化情况进行分析得出：当隧道底板坐落在5层且5层较厚时的液化区出现在隧道衬砌底板处；局部地段液化区出现在隧道顶部及拱腰；大部分地段的液化区出现在隧道顶板上方。