英语释义

• capable of being liquefied

片语

liquefiable assets可兑现资产

liquefiable foundation液化地基

Liquefiable Soils可液化土

liquefiable sandy液化砂土

liquefiable soil可液化土

liquefiable ground可液化场地

liquefiable hydrocarbons易液化烃类

dissolvable可溶解的；可分解的；可解散的

soluble[化学] 可溶的，可溶解的；可解决的

Liquefiable gases液化的气体

liquefiable groundwork液化地基

英汉例句

• 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。

• 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。

• 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。

• 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。

• 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。

• 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。

• 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。

• 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。

• reasonable ground treatment scheme selection will direct affect treatment purpose and project schedule when constructing large coal yard on soft and liquefiable ground in a highly seismic area.

  在高烈度地震区、软弱地基及液化场地土上建设大型煤场，合理的地基处理方案选择将直接影响处理效果和工程的顺利进展。

• 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。