| 1. | 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 |
| 2. | 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 |
| 3. | 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 |
| 4. | 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 |
| 5. | 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。 |
| 6. | 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。 |
| 7. | 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。 |
| 8. | 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。 |
