liquefiable

liquefiable

1. Wang Shifeng.The Experiment Study of the Building Liquefiable Sand Foundation Reinforced by Gravel Drainage Pile.The Master Degree Dissertation of the Metallurgical Ministry Building Academe,1984.

[24]王士风.建筑物可液化砂基用砾石排水桩抗震加固的试验研究[D].冶金部建筑研究总院硕士学位论文,1984.

2. 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

3. 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。

4. Atsushi Nakamura Effect of Dynamic Analysis Methods on Responses of Piles in Liquefiable Sandy Grounds

动态分析方法对液化砂质地基中桩的响应的影响

5. Application of Compaction Grouting in Liquefiable Ground Treatment

压力注浆在液化地基处理中的应用

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

可液化土中地铁结构的地震响应

7. liquefiable foundation

可液化地基

8. 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

9. Therefore, the study on pile-soil-structure interaction in liquefiable soil become important subject in seismic design of foundation in bridge engineering in the world.

可液化场地桩-土-结构相互作用研究对于分析可液化土中桩基支承结构的地震反应具有重要意义,是当前国内外桥梁工程和岩土工程学科交叉领域的一个研究热点和难点。

10. 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

11. liquefiable sandy earth

可液化砂土

12. liquefiable sandy earth;

可液化砂土;

13. liquefiable sand layer

可液化砂层

14. Under the given axial load, characteristic length of soilpile system, depth of liquefiable layer, pile"s damaged shape can bemodeled with the established model.

在给定桩的轴向荷载、桩土系统的特性长度、液化土层厚度的条件下，根据文中建立的分析模型，由程序模拟计算得出桩体破坏后的形状。

15. 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

16. The liquefiable site was simplified as a double-degree-freedom model and the formula for calculating the reduction of horizontal natural frequency induced by liquefaction was attained.

将可液化场地简化为双质点模型，给出了液化导致场地水平自振频率下降的计算公式，推导出了频率下降率的下限值。

17. 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。

18. Application of Dynamic Compaction Method to Liquefiable Foundation

强夯法在可液化地基中的应用

19. The Application of Power Tamp Method in Liquefiable Groundwork Treatment in Plastic Dam Project

强夯法在橡胶坝工程可液化地基处理中的应用

20. Construction Practice of Liquefiable Foundation by Dynamic Compaction

强夯法处理可液化地基施工实践

21. Based on the background of metro construction in Nanjing city, a large-scale shaking table test is accomplished to model the dynamic soil-tunnel interaction with liquefiable soils included in site.

摘要以南京地铁的建设背景为基础，对含有可液化土层的深厚软弱场地上双洞单轨的地铁区间隧道结构进行了大型振动台模型试验研究。

22. In this dissertation, the probabilistic seismic response of liquefiable foundations and earth dams was carried out via stochastic finite element method under nonstationary seismic loadings.

本文运用随机动力有限元法，对可液化地基与堤坝在非平稳随机地震输入下进行了动力响应的可靠度分析。

23. 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

24. liquefiable assets

流动资产; 可兑现资产

25. liquefiable soil

液化土

26. liquefiable groundwork

液化地基

27. liquefiable site

液化场地

28. liquefiable soft soil

液化软土

29. 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.

用整体动力有限元方法进行砂土液化场地桩-土-结构动力相互作用及桩基地震反应分析。

30. 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

31. The residual or liquefied shear strength of the liquefiable soils is a very important parameter when evaluating stability and deformation of level and sloping ground.

目前较新的研究已使用动态数值程式来模拟路堤震后之变形破坏行为，所得成果相当丰硕；

32. The result shows that treatment of liquefiable foundation w ith 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。

33. 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

34. 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

35. D. Su and X. S. Li (2006). “Effect of Shaking Intensity on Seismic Response of Single-pile Foundation in Liquefiable Soil”, Accepted by the GeoShanghai International Conference, June 2006.

苏栋,李相菘(2006).“可液化土中单桩地震响应的离心机试验研究.”岩土工程学报,第28卷,第4期.

36. 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。

37. 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。

38. 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

39. 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