the application of power tamp method in liquefiable groundwork treatment in plastic dam project

finite element analysis of pile-soil-structure dynamic interaction in liquefiable site

液化场地桩-土-结构动力相互作用的有限元分析

centrifuge modeling of potentially liquefiable loose fill slopes with and without soil nails

可液化松散边坡及土钉加固的离心机模拟

application of dynamic compaction method to liquefiable foundation

强夯法在可液化地基中的应用

application of compaction grouting in liquefiable ground treatment

压力注浆在液化地基处理中的应用

application of compaction grouting in improving liquefiable ground

压密注浆在砂土液化处理中的应用

earthquake induced liquefaction response of subway structure in liquefiable soil

可液化土中地铁结构的地震响应

specification for filling ratios and developed pressures for liquefiable and permanent gases

可液化气体和不可液化气体的填充率和扩张压力规范

post-earthquake response of underground structures in saturated liquefiable soils

饱和可液化土中地下结构在震后固结中的响应

specification for welded steel tanks for the road transport of liquefiable gases

可液化气体道路运输用的焊接钢槽车规范

construction practice of liquefiable foundation by dynamic compaction

强夯法处理可液化地基施工实践

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

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

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

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

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

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

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

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。

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。

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。