理论分析则解释了土体的劈裂现象。
Theoretical analysis was employed to analyze the fracturing phenomenon.
两个混凝土体量与砖相接合。
在不同岩性土体上进行了杉木栽植的研究。
China fir were planted at the soils from different rocks by the experimental ecological method.
房间通过混凝土体量东边的平台连接到这个区域。
The rooms are connected to this area by a terrace at the east of the concrete volume.
其原因一般地是土体固结和流变等效应所引起的。
Generally, the reason is clays consolidation and creep effect.
拱区屈服土体应能通过应力调整达到新的平衡状态。
The soil in arch area could attain new equilibrium by stress adjustment after yield.
对于同一类土，饱和土体阻尼作用大于非饱和土体。
And damp in saturated soil was larger than that in unsaturated one.
对各向异性土体的强度条件研究建立一种新的表述方法。
A new method to express the strength condition of the anisotropic soil is proposed.
加固区是由天然地基土体和增强体两部分组成的人工地基。
The consolidated part is made up of the inartificial soil and reinforced material.
退队设计了一个占据大部分基地的白色混凝土体量来回应场地。
The team responded by planning a white-rendered concrete volume that takes up a large portion of the site.
土体中大量降排水的过程实际上是土体中有效应力增长的过程。
The process of pore water discharge in soils is actually a process of effective stress increase.
土体中大量降排水的过程实际上是土体中有效应力增长的过程。
The process of pore water discharge in soil is actually a process of effective stress increase.
在此基础上，讨论了边坡的破坏模式及土体由于开挖作用的影响。
On this basis, discuss the failure modes of the slope and the impact of excavation soil.
注意吊索的变形伸长以及吊索固定点位置应不受土体变形的影响。
Pay attention to that the elongation and fixed point position of sling should not affected by the earth body deformation.
要想全面地考虑土体本构关系，其模型参数将会多得难以在实践中应用。
However, too many model parameters of soil make the model can not be used in practice.
水钉的作用，使土钉体外表面与土体界面接触粘结力与摩擦阻力显著降低。
By action of water to nail, Bond between soil and nail a was obviously reduced.
地下结构由于受到周围岩体或土体的约束，一直被认为具有良好的抗震性能。
Underground structures, being confined by the surrounding rock or soil, have long been assumed to have good anti-seismic ability.
多年冻土地区路基病害主要由冻土土体在季节变化条件下的冻融循环造成的。
The disease of subgrade in permafrost region was mainly induced by frost heaving and thawing circulation of frozen soils because of change of seasons.
将单桩简化为受侧摩阻力的弹性杆单元，土体简化为均质弹性半空间无限体。
The single pile is simplified to elastic shaft elements suffering skin friction and the soil mass is considered to be homogeneous isotropic elastic semi space.
即便在同一施工现场，由于地基的性质有很大差异，土体的承载力也不相同。
As the nature of the soil often varies considerably on the same construction site, the capacity of the soil to support loads also varies.
研究结果表明，砂浆衬砌外侧存在一个抗剪强度明显高于原状土体的土质外衬。
The study results indicate that there is a soil liner shell outside the mortar liner shell, and the shear strength of the soil liner is obviously higher than the undisturbed soil.
采用平面应变有限元方法，对土体运动作用下的被动桩桩土相互作用进行分析。
The pile-soil interaction behavior of passive pile under soft soil movement action was analyzed using plain strain finite element analysis including the plasticity and large strain of soil.
利用土体的塑性流动理论，提出了用于描述饱和砂土动力反应性质的弹塑性本构模型。
Based on the plastic flow theory of soils, an elastoplastic constitutive model for describing the dynamic behavior of the saturated sands is developed.
土体在初始加载与卸载和重新加载阶段性质的差别通过采用不同的模型参数加以反映。
The soil behavior in initial loading, unloading and reloading stages can be reflected by adopting different model parameters.
其他暴露的钢筋混凝土体量突出了新的介入区域，也与原来白色粗糙的结构形成对比。
Other exposed steel and concrete volumes mark areas of new intervention, contrasting against the white-painted, rough-plastered original structure.
在分析中，考虑土的非线性应力-应变关系、土钉与土体的相互作用，以及分步施工过程。
In this finite model, the nonlinear stress - strain relationship of soil, the soil - nail interaction and the staged construction are all taken into consideration.
在分析中，考虑土的非线性应力-应变关系、土钉与土体的相互作用，以及分步施工过程。
In this finite model, the nonlinear stress - strain relationship of soil, the soil - nail interaction and the staged construction are all taken into consideration.
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