• In this paper, calculating formula for finite earth pressure is presented based on the upper bound theory of soil plasticity.

    本文基于塑性上限理论给出一种有限土体土压力计算公式,并与朗肯土压力计算结果进行了对比分析。

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  • Due to low soil strength, high underground water level and strong soil plasticity flow, unstability accidents happened frequently in soft soil area.

    地区由于土体强度地下水位塑性基坑失稳事故频发

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  • In offshore soils there exists widely a kind of soil which mainly consists of silt and sand except clay with low plasticity.

    近海沉积物中广泛存在为主的轻亚粘土(中、低塑性少粘土),常常是近海工程建筑物的主要持力层。

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  • 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.

    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。

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  • In the classical theory of plasticity strain is separated into elastic and plastic components, but this approach cannot deal satisfactorily with the soil deformation.

    经典塑性理论应变分成弹性应变塑性应变两部分不能圆满说明塑性变形性质。

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  • The existence of the organic matter leads to the soil high plasticity, high contractility, high compressibility, low permeation coefficient and low strengths.

    有机质存在引起塑性、高收缩性、高压缩性渗透性强度

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  • The. test results showed. the plasticity of frozen soil is increased obviously with increasing confining pressure.

    试验结果表明,增大明显增强冻土塑性性能

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  • All kinds of factors influencing the compressibility of polluted soil were analyzed, including grain-size distribution, plasticity index, moisture content and void ratio.

    对影响酸碱污染压缩性各种因素进行分析研究,包括土污染前后的粒度分析、塑性指数含水率分析以及孔隙比。

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  • The architectural plasticity of clonal plants may enhance the exploitation of soil moisture resources, which have some ecological significance.

    克隆植物构型可塑性可能促进对斑块性分布土壤水分资源利用因而具有一定生态学意义

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  • An identical soil stratum may exhibit elasticity, elasto-plasticity or visco-elastoplasticity under different modes of groundwater changing.

    同一土层不同水位变化模式表现为弹性塑性粘弹塑性的变形特征;

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  • An identical soil stratum may exhibit elasticity, elasto-plasticity or visco-elastoplasticity under different modes of groundwater changing.

    同一土层不同水位变化模式表现为弹性塑性粘弹塑性的变形特征;

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