consolidation coefficient meaning in Chinese

固结系数

Examples

Authors adopted an average secondary consolidation coefficient in settlement calculation of peal foundation in order to make results more reliable
为了使沉降计算更可靠，建议泥炭地基的沉降计算采用平均次固结系数。
Two test methods are employed : one is loading the samples before thawing , and the other is loading the samples after completely thawed . the coefficient of thaw settlement as a function of granule , as a function of water , and also as a function of dry density are protracted ; besides , the consolidation coefficient of thawed samples as a function of granule , as a function of water , and as a function of dry density are protracted . we can discover from the test results that the thaw - settlement coefficient and the consolidation coefficient of thawed samples are mainly relevant to the granule , dry density and the water content they have little to do with the geology and geography factor of the frozen soils
为了研究季节冻土区工业民用建筑的基础浅埋稳定性问题,特开展了有关季节冻土的融化压缩特性的研究,先后在内蒙古农业大学三个比较典型的建筑地点取了将近三百个试样,在室内进行试验,采取两种试验方法即先融化后压缩试验法和同时融化压缩试验法,通过对这三个不同地点的两种不同的试验方法的试验结果进行对比分行,分别绘制了融沉系数与冻土的含水(冰)量、干容重以及颗粒级配的关系曲线;融化压缩系数与冻土的含水(冰)量、干容重以及颗粒级配的关系曲线,由试验结果发现冻土的融沉系数和融化压缩系数都与冻土的含水量呈正向相关关系,可近似的用线性方程来表示;两种实验方法的总沉降量与冻土的含水量呈正向相关关系,与冻土的干容重呈反向相关关系,也可以近似的用线性方程来表示。
There is certain relation between the secondary consolidation coefficient and the secondary primary settlement ratio , that is , when the secondary primary settlement ratio is less than 1 , variation of secondary consolidation coefficient is very small , which even can be neglected ; with the increase of the secondary primary settlement ratio , variation of secondary consolidation coefficient increases at the same time
次固结系数与土的次主沉降比有一定关系，对于次主沉降比小于1的土，次固结系数变化很小，可以忽略不计；随着次主沉降比的增大，次固结系数的变化也增大。
The relationship between the non - linear and the linear theories is discussed and a more reasonable method to determine the consolidation coefficient in conventional theory is brought forward . the consistency between the material and geometrical descriptions of one dimensional nonlinear large strain consolidation models with certain initial and boundary conditions is discussed . the properties of different kinds of transformed boundaries are evaluated
将其计算结果与传统固结理论作分析比较，发现可以通过修正传统固结理论的一些相关参数使其计算结果接近于考虑非线性大变形的相应结果；讨论了由物质描述和几何描述两种描述方式所得的不同初值和边值条件下的一维非线性大应变固结模型之间的协调性，同时对不同边界条件之间的变换性质进行了评价。
The osmotic pressure test was developed to determine the unknown , finite strain consolidation coefficient and convection coefficient in the mathematical model . the two coefficients both varied with effective stress and depth and were functions of initial void ratio , compressibility , permeability and permeability derivative along depth . a precise time step integration method was proposed to solve the finite strain osmotic consolidation equation with varied coefficients
设计渗压固结试验确定理论模型中的待定系数有限应变固结系数和有限应变固结对流项系数，这两个系数均为随有效应力和土层深度变化的量，并且体现软土初始孔隙比，压缩性、渗透性及其沿深度变化等因素的综合影响。

consolidation coefficient meaning in Chinese

Examples

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