片语

soil liquefaction treatment地基液化处理

sand soil liquefaction砂土液化的

foundation soil liquefaction地基土液化

Soil liquefaction identifying场地液化识别

saturated sandy soil liquefaction饱和粉土液化

san soil liquefaction砂土液化

sandy soil seismic liquefaction地震砂土液化

soil dynamic liquefaction土体动力液化

sand and soil liquefaction砂土液化

英汉例句

• This research made use of the structured query language (SQL) of the Geographic Information Systems (GIS) to evaluate the soil liquefaction analysis.

  这研究利用地理资讯系统(GIS)的查询语言(SQL)来评估土壤液化分析。

• In this paper the author intends to apply this effetcive stress approach to solve the two-dimensional problems of soil liquefaction in earth structures, such as embankments, banks and retaining walls.

  本文试图把这一合理的分析分法推广到两维问题，以便能用于分析堤坝、岸坡、挡土墻等工程。文中还提出了同时计算地震时土体中各单元液化和残余变形发展过程的设想。

• The capabilities of piles against the sinkage, the earthquake and the soil liquefaction are introduced.

  叙述了处理桩基的一些问题，对桩的抗沉降、抗地震与抗土壤液化能力作了初步论证。

• Foundation soil liquefaction is an important problem in earthquake engineering, which comes through a complicate process.

  地基土液化是地震工程中的重要问题，其发生、发展过程是一个复杂的过程。

• Combined with the pore water pressure model, soil liquefaction under the seismic excitation can be modeled.

  结合孔隙水压力模型可以模拟地震作用引起的饱和砂土液化问题。

• Finally, by means of this model, the process and phenomena of the soil liquefaction is explained in the light of soil frame failure.

  最后，利用该模型从土体结构破坏的角度解释了砂土液化的过程和现象。

• A typical artificial neural network model-back-propagation model was presented for prediction on the soil liquefaction type based on the physical parameters of soils under earthquake.

  本文根据人工神经网络的一典型模型—反向传播模型，以及地震荷载下的各项土的物理—力学参数，建立了土液化类型的神经网络数学模型。

• This paper presents some important findings found from the researchs on soil liquefaction during the past two decades in the Water Conservancy and Hydroelectric Power research Institute of China.

  本文介绍了近二十年来在我国水利水电科学研究院进行饱和土振动液化试验研究中发现的几个重要特性。

• Based on this evaluating system by GIS, it could improve to establish the localization method of the soil liquefaction evaluation.

  基于这个GIS评估系统，可以改善建立土壤液化评估的局部方法。

• The degrees of soil liquefaction are divided into four classes according to liquefaction index, and the corresponding relations between liquefaction indexes and seismic hazards are given.

  按液化指数把液化程度分为四级，并给出液化指数和震害的对应关系。

• Because there are many impact factors, and some judgment conditions are not easy to obtain, the application of Fuzzy theory to distinguish sandy soil liquefaction is a fairly reasonable approach.

  由于影响砂土液化的因素太多，而且许多的判别条件不容易获取，应用模糊理论判别砂土液化是比较合理的方法。

• The maximum correct probability to judge the soil liquefaction under different step analysis is 67.79% increasing to 88.93% by step optimization of the parameter analysis.

  在不同阶段分析下判断土壤液化最大正确的可能性为最佳的参数分析67.79%增加到88.93%。

• In this paper, the floatation response of buried pipeline induced by soil liquefaction is studied numerically.

  本文对液化场地的地下管线的上浮反应进行数值分析研究。

• In this paper the principle of SASW method is introduced, and is also used in judging the saturated silty soil liquefaction of the Yellow river delta.

  文章介绍了面波法(SASW法)的基本原理与测试方法，并将该方法用于判别黄河三角洲饱和粉土的液化势。

• This paper presents the effects of soil liquefaction on design response spectrum in terms of effective stress theory by considering the thickness and depth of sand layer, and the earthquake intensity.

  本文采用有效应力原理分析了液化土层对设计反应谱的影响，分析中考虑了砂层的厚度、埋深和输入地震动等因素。

• The soil liquefaction due to earthquakes will usually result in the damage of caisson foundation.

  地震作用引发的地基液化，往往导致沉箱基础的破坏。

• This paper, taking Linfen in Shanxi Province as an example, discusses the problem in the application of the present preliminary judgment condition of saturated soil liquefaction to loess areas.

  本文以山西临汾为例，讨论了现行饱和土液化初判条件应用于黄土地区的问题。