基本释义:

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