1.It was shown that the numerical model could simulate the earthquake response of subway tunnels in liquefiable soil reasonably.
计算表明，该数值模型可较合理地模拟地下结构的地震反应特性，计算结果与试验现象基本相符。
2.These results provide the foundation and references for the seismic design of shallow underground structures in the liquefiable soils.
研究结论可为液化场地浅埋结构物的抗震设计提供可靠的依据和参考。
3.The result shows that treatment of liquefiable foundation with the gravel piles has great advantage and the liquefaction potential reduced.
研究成果表明，干振碎石桩用于处理液化地基具有较大的优越性。
4.Cylinders in bundles for permanent and liquefiable gases (excluding acetylene) - Inspection at time of filling
永久性的和可液化气体用捆绑式储气瓶（乙炔除外）.充气时间的检测
5.Shaking table test of the liquefiable ground reinforced by tube sinking compacted gravel piles composite foundation
沉管挤密碎石桩加固液化土地基的振动台试验研究
6.Theoretical Analysis on Compaction Effectiveness of Liquefiable Foundation by Pebble Columns
碎石桩处理可液化地基加密效用的理论分析
7.Settlement Characteristics of Gravel Pile Foundation Composed of Alternative Layers of Liquefiable Soils and Soft Clays
碎石桩处理可液化层和软土层交互地基沉降特性
8.Application of compact-expanded stone piles to consolidation of liquefiable sany soil under expressway in Tangshan seaboard
夯扩挤密碎石桩在沿海高速公路砂土液化地基中的应用
9.Research on dynamic compaction treatment of foundation for expressway with interbedded liquefiable soil and soft soil
高速公路液化土与软土交互地基强夯法处理研究
10.Adopting deep bed stirring method to enhance liquefaction resistance of liquefiable foundation
用深层搅拌法提高液化地基的抗液化能力