震陷的英文

• earthquake subsidence

• "震"英文翻译    quake; shake; shock; vibrate
• "陷"英文翻译    pitfall; trap defect; defici ...
• "刺客的火焰爆震陷阱" 英文翻译 :    fire blast
• "震线" 英文翻译 :    seismic ray; seismicray
• "震险估计" 英文翻译 :    estimate of seismic risk
• "震相" 英文翻译 :    earthquake phase; t-phase t
• "震吓痴呆症的" 英文翻译 :    shell shocked; shell-shocked
• "震箱清砂机" 英文翻译 :    flask shanker
• "震西" 英文翻译 :    john so
• "震箱清砂机（铸造）" 英文翻译 :    flask shaker
• "震雾" 英文翻译 :    frog in the morning
• "震响" 英文翻译 :    roll
• "震尾振幅" 英文翻译 :    coda amplitude

• A damage model for saturated clay foundation and its seismic settlement
  饱和软粘土地基的损伤模型与震陷计算
• Analysis on seismic depression of miscellaneous fill in urban district of taiyuan city
  太原市区杂填土震陷特性的分析
• Experimental research on seismic subsidence features of mixed backfill soil in taiyuan
  太原市杂填土震陷特性的试验研究
• Experimental study on the mechanism of earthquake - induced differential settlement of building on liquescent subsoil by shaking table
  可液化地基上建筑物不均匀震陷机制的振动台试验研究
• Analysis on earthquake - induced differential settlement of an actual building was accomplished by using the simplified method proposed by authors
  摘要以山东淄博晨报华源大厦为例，运用简化方法实现了对实际工程不均匀震陷分析。
• The combined effect of the soil , structure and seismic wave was considered in the analysis and the time - dependant curves of earthquake - induced differential settlement of the building were obtained according to differential probability of seismic ground motion
  考虑了土层、建筑物荷载分配、地震动波形等影响因素对不均匀震陷的协同作用效果，依据不同超越概率下的地震动给出了建筑物不均匀震陷时程曲线。
• The peak acceleration and the peak shear stress in superstructures increase with the increment of replacement ratio . parameters of softening model are obtained through seismic settlement tests of composite cemented clay samples and relative curves are plotted considering different replacement ratio
  通过复合试样的震陷试验，采用软化模型的概念，得到了该模型有限元计算的有关参数，将这些参数和置换率的关系绘制成曲线并且给出了拟合公式。
• Liquefaction potential induced by seismic and wave are calculated separately . for the first time , liquefaction areas in 7 , 8 , 9 degree of seismic intensity are partition , dynamic bearing capacity and sinking value due to earthquake are calculated by experimental formula . the purpose of this thesis is to provide references for selecting site and foundation design of marine engineering in this area
  研究结果显示，研究区在7度地震时仅少数区域可能液化， 8度地震时大部分区域可能液化， 9度地震时全区均有可能液化；地震作用下承载力下降明显， 7度地震时承载力下降约25 ， 8度地震时下降一半左右， 9度地震时则地基强度完全丧失；液化导致的震陷量与土层的液化程度有关， 7度地震时震陷量基本可以忽略， 8度地震时震陷量很小， 9度地震时震陷量则较大。