• 理论分析则解释了土体劈裂现象

    Theoretical analysis was employed to analyze the fracturing phenomenon.

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  • 两个混凝相接合。

    Two concrete volumes interface with the brick mass.

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  • 土体变形特征与其经历应力状态有关。

    Soil deformation relies on the stress states it has experienced.

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  • 不同岩性土体进行杉木栽植研究

    China fir were planted at the soils from different rocks by the experimental ecological method.

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  • 房间通过混凝东边平台连接这个区域

    The rooms are connected to this area by a terrace at the east of the concrete volume.

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  • 屈服土体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.

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  • 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.

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  • 加固天然地基土体增强体两部分组成人工地基。

    The consolidated part is made up of the inartificial soil and reinforced material.

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  • 退设计一个占据大部分基地白色混凝回应场地

    The team responded by planning a white-rendered concrete volume that takes up a large portion of the site.

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  • 土体大量降排水过程实际上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.

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  • 土体大量降排水过程实际上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.

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  • 基础上讨论边坡破坏模式土体由于开挖作用影响

    On this basis, discuss the failure modes of the slope and the impact of excavation soil.

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  • 注意吊索变形伸长以及吊索固定点位置土体变形的影响。

    Pay attention to that the elongation and fixed point position of sling should not affected by the earth body deformation.

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  • 要想全面地考虑土体本构关系,其模型参数将会难以实践中应用

    However, too many model parameters of soil make the model can not be used in practice.

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  • 地下结构由于受到周围岩体土体约束,一直认为具有良好抗震性能。

    Underground structures, being confined by the surrounding rock or soil, have long been assumed to have good anti-seismic ability.

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  • 多年冻土地区路基病害主要冻土土体季节变化条件下冻融循环造成的。

    The disease of subgrade in permafrost region was mainly induced by frost heaving and thawing circulation of frozen soils because of change of seasons.

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  • 简化阻力的弹性单元土体简化均质弹性空间无限体。

    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.

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  • 即便同一施工现场由于地基性质有很大差异土体承载力相同

    As the nature of the soil often varies considerably on the same construction site, the capacity of the soil to support loads also varies.

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  • 研究结果表明砂浆衬砌外侧存在一个强度明显高于原状土体土质衬。

    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.

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  • 采用平面应变有限元方法,对土体运动作用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.

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  • 利用土体塑性流动理论提出用于描述饱和砂土动力反应性质弹塑性本构模型

    Based on the plastic flow theory of soils, an elastoplastic constitutive model for describing the dynamic behavior of the saturated sands is developed.

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  • 土体初始加载与卸载重新加载阶段性质的差别通过采用不同模型参数加以反映。

    The soil behavior in initial loading, unloading and reloading stages can be reflected by adopting different model parameters.

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  • 其他暴露钢筋混凝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.

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  • 饱和粘土地基过程中桩土挤压所引起的桩周土体孔隙压力效应非常显著的。

    The excess pore water pressure of saturated soft clay foundation caused by pile pushing is obvious.

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  • 分析中,考虑非线性应力-应变关系、土土体相互作用,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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  • 研究表明原位测试方法客观反映土体工程性质更好基坑工程勘察设计服务。

    Research shows that in-situ test methods reflect the engineering properties of the soil more objectively and serve the survey and design of the excavation engineering better.

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  • 研究表明原位测试方法客观反映土体工程性质更好基坑工程勘察设计服务。

    Research shows that in-situ test methods reflect the engineering properties of the soil more objectively and serve the survey and design of the excavation engineering better.

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