1、

vertical vibration of rigid strip footings on saturated soil

饱和地基上刚性条形基础的竖向振动分析

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2、

unit weight of saturated soil

饱和土容重

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3、

But the addition of two different fiber materials to a certain extent will reduce the saturated soil permeability rate.

但加入两种不同材料的纤维后,在一定程度上都会降低土样的饱和透水率。

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4、

Application of green function in calculation of displacement response of saturated soil tunnel under concentrated load

Green函数对饱和土隧道内集中荷载作用振动位移反应的计算

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5、
6、

Based on Biot's theory of consolidation, the pressure tunnel with partial sealing in saturated soil is investigated by developing the partial sealing boundary conditions.

基于Biot固结理论,研究分析了饱和土体中半封闭压力隧洞问题,建立了压力隧洞的半封闭边界条件。

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7、

The amount of the water surface evaporation was approximately 3.35 times that of the saturated soil evaporation.

干热河谷典型的干热气候致使自由水面蒸发量是饱和土壤蒸发量3.35倍。

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8、

On the basic equations for the consolidation of saturated soil

关于饱和土固结基本方程

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9、

Dynamic response of transversely isotropic saturated soil to train load

列车荷载作用下软土地基横观各向同性响应

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10、

In earthquake and consolidation of saturated soil, the u p formulation can be used to describe the soil pore fluid interaction.

对于饱和土地震和固结问题,用位移-孔隙水压(u-p)方程来描述。

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11、

Radiation conditions of wave are applied and the solutions for half-saturated space problem are obtained. Saturated soil is reduced to elastic soil and the solutions for elastic space problem are obtained.

然后应用波的辐射条件,得到了饱和半空间问题的解答,再将饱和土退化为弹性土层,得到了弹性空间问题的解答。

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12、

Application of Groundwater Non-stable Liquid Theory in Infiltration Concretion of Saturated Soil

地下水非稳定流理论在饱和土渗透固结中的应用

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13、

Research on calculation method for effective stress of stratified saturated soil under seepage

渗流作用下层状饱和土有效应力计算方法的研究

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14、

Analysis of individual contributions of two compression waves in dynamic response of saturated soil layer

饱和土动力反应中两类压缩波的独立作用分析

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16、

Ased on the principle of non-linear continuum mechanics, the differential equation and its incremental form of three-dimensional finite strain consolidation of saturated soil have been developed with Euler description method in this paper.

本文从连续介质力学的基本理论出发,用欧拉描述方法,建立了空间构形下饱和土体三维有限变形的固结微分方程及其增量表达式。

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17、

Similarity Solution of Self-Weight Consolidation Problem for Saturated Soil

饱和土体自重固结问题的相似解

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18、

Dynamical characteristics of an end bearing pile embedded in saturated soil under horizontal vibration

饱和土中端承桩水平振动动力响应分析

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19、

The Theory of Three-Dimensional Finite Strain Consolidation of Saturated Soil

空间描述的三维有限变形固结理论

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20、

in this paper, based on the two phase theory, the saturated soil is simplified as one dimensional model.

本文以两相介质理论为基础,将饱和砂土简化为一维情况,对饱和砂土液化区的范围做了一些理论探讨。

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