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silicicoles

基本解释砂土植物

网络释义

1)silicicoles,砂土植物2)silicicolous plants,砂土植物3)sandy soil,砂土4)sand,砂土5)sands,砂土6)sand soil,砂土7)granular soil,砂土8)sandy land,砂土9)sandy loam and loam,亚砂土和砂土10)soil liquefaction,砂土液化

用法和例句

Permanent deformation prediction model of sandy soil under repeated load;

重复荷载作用下砂土永久变形预估模型

Test research on internal friction coefficient of sandy soil tunnel surrounding rock;

砂土质隧道围岩内摩擦系数的试验研究

Mesomechanical simulation of seepage flow in sandy soil;

砂土渗流过程的细观数值模拟

Progressive failure of sand and its numerical simulation;

砂土的渐进破坏及其数值模拟

Compression-dilatancy coupling effect and asymptotic state criterion of sand;

砂土的压剪效应与渐近状态准则

Numerical simulation of stress path tests on sand;

砂土应力路径试验的数值模拟

Analyzing and preventing seismic liquefaction of sands;

砂土的地震液化分析与防护

Deformation behavior of sands subjected to cyclic rotation of principal stress axes;

应力主轴循环旋转对砂土变形特性的影响(英文)

Test research for influencing factors of the cohesive strength of sand soil tunnel surrounding rock;

砂土质隧道围岩粘聚力影响因素的试验研究

Interior stress change rule of sand soil liquefaction and criteria of engineering liquefaction;

砂土液化内部应力变化规律与工程液化判别

Estimation of pore pressure of saturated compact sand soil in non-linear state;

非线性状态下饱和紧密砂土的孔隙压力估算

Measurement of microstructure parameters for granular soil model using digital image technology;

基于数字图像技术的砂土模型试验细观结构参数测量

In geotechnical engineering, it s meaningful to measure the microstructure parameters of granular soils in model test for which can be used to investigate deeply the nature of granular soils mechanical behavior.

目前国内外在这方面的研究主要是在Oda提出的切片法的基础上,对砂土横截面图像进行处理和分析,从而获取细观结构参数。

A technique of identifying shear band accurately in granular soil using image correlation analysis;

与在模型上描画网格线等传统方法相比,该法操作简单,量测准确,适用于模型试验中岩土材料的剪切带识别及其厚度、倾角、带内变形和演变过程等特性的试验研究;最后,给出了一个大型砂土剪切试验中的应用实例。

Aseismic reliability of traversing pipelines based on soil liquefaction analysis;

基于砂土液化分析的穿越管道抗震可靠性

The tests made before and after the construction show that this technology has a good effect on reinforcing the foundation and eliminating the soil liquefaction.

主要介绍了地基强夯技术在粤海铁路运输大楼高填方、松散厚砂层地况下的施工方案及施工技术要点,并通过强夯前后的检测,说明强夯法加固填土地基,消除砂土液化可获得良好的效果,为同类工程的方案设计及施工提供参考。

Finally, by means of this model, the process and phenomena of the soil liquefaction is exp.

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

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