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consolidation pressure相关的网络例句

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与 consolidation pressure 相关的网络例句 [注:此内容来源于网络,仅供参考]

Based on the laboratory dynamic consolidation tests of saturated oozy soft clay under impact loading, the dynamic response characteristics of pore water pressure were analyzed.

通过室内淤泥质饱和软粘土的动力固结试验,考虑不同锤重和落距组合情况,对冲击荷载作用下饱和软粘土孔隙水压力的动态响应特征进行分析。

This paper describes an approximate solution, in polar coordinates, to the plane problem of foundation consolidation (suitable for certain boundary conditions), and also provides graphs for calculating the distribution of pore water pressure at any time underneath the strip footing with uniform load.

本文叙述了地基渗透固結平面課題的极坐标近似解法,并提出了条形均布荷重下任何时刻地基內孔隙水压力分布的計算图表,可供在复杂荷重及施荷速率条件下計算孔隙水压力之用。

In addition, a simplified consolidation theory of unsaturated soils about pore air pressure was advanced.

此外,孔隙气压力的计算也是一件麻烦事,为此提出了简化计算方法。

In the couping solution, based on the characteristics of the models in this dissertation, each of loading step is finished in unit time. Thus the volumetric strains on the current increment step as analysis parameters are inserted into the equation of continuity and a physical equation for pore water pressure is presented. The fundamental solutions of two kinds of classic problems (axial symmetry and plane strain) are derived. By use of the fundamental solutions of pore water pressure combined with finite element method of soil mechanics, a semi-analytical and semi-numerical method for nonlinear consolidation equations is presented.

在耦合分析中,根据本文模型的特点,将每一荷载增量步看作单位时间完成,对应当前增量步的体变分量作为分析参数代入连续方程,建立了基于数值模型的孔压变化方程,根据工程中最常见的两类问题推导出基本解,结合土骨架的控制方程建立了此类液-固耦合问题的半解析半数值解答体系,编制了有限元程序,从而实现了从建立本构关系到模拟固结问题的全数值方法。

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