liquefiable翻译_liquefiable短语搭配_liquefiable权威例句

同根词

词根：liquefy

• adj.

  liquefied 液化的

  liquescent 可液化的

• n.

  liquidation 清算；偿还；液化；清除

  liquefaction 液化；熔解

• v.

  liquefied 液化；溶解（liquefy的过去分词）

• vt.

  liquefy 液化；溶解

  liquidise 使液化（等于liquidize）

同近义词

• adj.液化的；可溶解的

  soluble   /   dissolvable

词组短语

1. liquefiable assets 流动资产

2. liquefiable groundwork 液化地基

3. liquefiable sandy 液化砂土

4. liquefiable ground 可液化场地

5. Liquefiable gases 液化的气体

6. liquefiable soil 可液化土

7. dissoluble dissolvable liquefiable soluble 可溶解的

8. liquefiable hydrocarbons 易液化烃类

9. Liquefiable Soils 可液化土

权威例句

1. Treatment of liquefiable sandy earth foundation of the expressway

高速公路可液化砂土地基处理

2. Experiment and Application of Compaction Piles and Mixed-in-Place Piles on Treatment of Liquefiable Silt

挤密砂桩和水泥搅拌桩处理可液化粉土层的试验与应用

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. Applied of Transient Raleigh wave method to assessment and test of liquefiable ground consolidated by dynamic compaction

瞬态瑞利波法对液化地基强夯加固效果评价与测试

5. Large-Scale Shaking Table Test of the Liquefiable Ground Treated by CFG Piles Composite Foundation

压密注浆在砂土液化处理中的应用CFG桩加固液化土地基的振动台试验研究

6. The Research on the Lateral Bearing Behavior of the Pile Foundation in Liquefiable Soil

可液化土层中桩基横向承载特性研究

7. 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

8. Centrifuge investigation on seismic response of single pile in liquefiable soil

可液化土中单桩地震响应的离心机试验研究

9. By using the nonlinear layer-element analysis model and its theory which is proposed by the authors of this paper, the reinforcement of liquefiable foundation is analyzed and studied.

运用作者提出的桩上相互作用动力非线性层元分析模型和建立的理论公式，对可液化地基的加固问题进行了分析研究。

10. Study on Settlement of Liquefiable Sand Soil Model Improved by Pile

桩体加固液化砂土模型地基沉降分析

11. The dynamic interaction of pile-soil-structure in liquefiable site, especially, the seismic response on pile, are studied with the method of whole dynamic finite elements under seismic condition.

采用挤扩支盘桩-土-结构体系进行振动台模型试验，以了解在地震动激励下该体系的抗震性能以及支盘桩对结构体系的抗拉、抗压及抗扭曲的作用。

12. Study on Liquefiable Ground Treatment by Dynamic Compaction

强夯法处理可液化地基的理论与试验研究

13. Catastrophic damages to the ground structures can be caused by large ground deformation due to seismic liquefaction. Therefore liquefiable ground in earthquake must be improved.

地震液化导致的大变形常会使结构产生十分严重的破坏，因此对潜在液化的地基必须进行处理。

14. Analysis of seismic response on pile in liquefiable site

砂土液化场地桩基地震反应分析

15. Numerical analysis of free field system in liquefiable site and validation of shaking table tests

液化场地自由场体系的数值分析及振动台试验验证

16. 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

17. Earthquake induced liquefaction response of subway structure in liquefiable soil

可液化土中地铁结构的地震响应

18. 3D Numerical Simulation of Seismic Responses of Pile Groups on Liquefiable Soils

液化场地群桩地震响应的三维数值分析

19. Study on Reinforcing Liquefiable Foundation by Layer-element Analysis Method

对加固可液化地基计算的动力层元法

20. Large-scale shaking table test and its numerical simulation of research on build-up behaviour of seismically-induced pore water pressure in liquefiable site

可液化场地地震振动孔隙水压力增长研究的大型振动台试验及其数值模拟

21. Calculation of pore pressure of liquefiable sand deposits using gravel drains

用砾石排水桩抗地震液化的砂基孔压计算

22. The probabilistic evaluation of liquefaction to liquefiable sites is carried out by an equation established by the author.

建立的修正液化指数公式可对可液化场地进行液化概率评价。

23. 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

24. 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

25. Nitrogen loss is in granule form and phosphor loss is in liquefiable form.

该流域氮、磷流失是以颗粒态氮和可溶性磷形态流失的。

26. An Analysis of Dynamic Coupled Consolidation of Slope on Liquefiable Soil

地基液化对边坡稳定影响的动力固结耦合分析

27. The underground structures in saturated liquefiable soils may be subjected to floatation due to earthquake induced liquefaction.

饱和可液化土中地下结构在强震作用下会由于土层液化而上浮，从而对地下结构造成破坏。

28. The application of gravel pile composite foundation is extensive in practical engineering for reinforcing liquefiable sandy ground due to its effectiveness and adaptability.

用碎石桩复合地基处理液化砂土是非常有效和适用的，在实际工程中已得到广泛的应用。

29. Pile foundation is an important measurement for improving liquefiable subsoils. Rainily the design methods in this field, published in seismic regulation and codes, are various.

桩基是处理液化地基的常用方法，但在抗震设计方法上尚未统一。

30. Numerical Simulation and Test Verification of Liquefiable Soil Under Seismic Action

地震作用下可液化土的数值模拟与试验验证

31. 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

32. The different seismic responses of underground structures in liquefiable soil at different burial depths were studied using the nonlinear coupled finite element method.

应用非线性液固两相体动力有限元方法研究饱和可液化土中地下结构在水平地震作用下埋深的响应。

33. The Shaking Table Experimental Study on Liquefiable Sand Soil of Different Densities Improved by Soil-Cement Piles

水泥土桩体加固不同密实度液化砂土的振动台试验研究

34. A slippery or viscous liquid or liquefiable substance not miscible with water.

一种滑或粘的液态或可溶解物质，与水不易混合。

35. Calculation of the seismic residual angular displacement of gravity quay wall in liquefiable backfill soil by using pseudo-dynamic method

可液化回填土中重力码头地震旋转残余角位移的拟动力法计算