土体

An analysis is also made of the moving regular of particles, the leakage passage formation feature, and the particles displacement field and so on. The internal stability of soils is studied from the perspective of gradation. Results show that the stability of soils relates closely to the shape of gradation curves and coefficient of ununiformity.

研究得到管涌发展过程中颗粒的移动规律，渗漏通道的形成特点，流速、颗粒位移场等随水力梯度的变化特点，并从级配角度分析土样的稳定性，得到土体的稳定性与级配曲线形状及不均匀系数等因素有关的结论。

It is concluded that the nonlinearity of the pile decreases the seismic responses of the pile, but does not affect those of the warf significantly.

这种孔隙流体运动又影响了土层的动力反应行为，加之土体上面的海水也会影响土的动力反应，所以海岸码头环境中土层的动力反应是很复杂的。

Based on the unloading stress-strain relationship obtained from the unloading stress path experiment reflecting the stress-strain characters of soil in the active area behind the wall, the relationship between the friction angle and wall movement is established under nonlimit state.

根据反映墙后主动区土体应力-应变性状的卸荷应力路径试验确定的应力-应变关系，建立非极限状态摩擦角与墙体位移的关系。

The results indicate that the formation of loess vertical joints can be divided into two phases:① the formation of inner fissure, i.e. in the beginning of deposition, the undulation of terrain leads to uneven distribution of loess, then when it rains uneven collapsibility generates, which leads to generate inner fissures ;② the stage of fissure extension, namely loess continues deposition after the inner fissures have been formed, the increasing of the top pressure makes the top of inner fissure lie in the state of tensile stress, so, when the stress reaches its tensile strength, the inner fissure extends along the vertical direction and then becomes a vertical joint.

结果表明黄土垂直节理的形成可分为 2 个阶段：①内裂隙形成阶段，开始沉积时，由于地形的起伏导致黄土厚度上的分布不均匀，在降雨时产生不均匀湿陷，从而导致产生内裂隙；②裂隙扩展阶段，内裂隙形成后黄土继续堆积，顶部压力的增长致使裂隙顶部土体受到拉应力作用，当达到其抗拉强度时裂隙就会沿竖直方向产生扩张而形成垂直节理。

Text is useful for annotating the drawing to show information such as material names and properties among other things.

文字用来陈述图片信息如土体名称、特性，一旦主体信息被改变，一个动态的文字特征自动更新图中的主题信息文本，这样保证了所显示的主题信息文本综合模型使用的主题相匹配。

In two dimensional numerical model .Reinforced effect of spud for antis lip, anchor cable, geogrid to real slops are analyzed and evaluation of degree of safety in slop stability is given.

考虑了水对土体的上浮力和降雨对边坡稳定性的影响，并在二维模型中分析了抗滑桩、锚索、土工格栅对实际边坡稳定性的加固作用，给出了边坡稳定性的稳定性评价。

Secondly, the structural performance of backfilled embankment slopes reinforced by geogrids are studied, namely, reinforcement coefficients such as the spacing, number of geogrid layers, tension ability of geogrid and slope factors such as slope angle, cohesion, angle of internal friction, unit weight and so on how to affect the stability of slopes.

然后作者从多方面着手对土工格栅加筋回填土路堤边坡的结构性能进行了研究，即土工格栅埋设于土体中的间距、加筋层数、土工格栅的抗拉强度、边坡坡角、回填土的粘聚力、内摩擦角、重度等参数对整个边坡体系加筋效果的影响。

And the difference of the soil compacting effects in the condition of large strain and small strain is analyzed.

对大应变假定情况下的土体位移场也做了相应的理论推导，并比较了大小应变情况下挤土产生的位移场差异。

Therefore, the consolidation of earth body is made in extra-deep stratum by concreting in layers.

为此，采用分层注浆工法在超深地层进行土体加固。

The calculation in this paper has considered nonlinear effect in soft clay deforming, so they must be more credibility and reality.

本文的计算考虑了土体变形的非线性，所得结果也较为符合实际情况。

I didn't watch TV last night, because it .

昨晚我没有看电视，因为电视机坏了。

Since this year, in a lot of villages of Beijing, TV of elevator liquid crystal was removed.

今年以来，在北京的很多小区里，电梯液晶电视被撤了下来。