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基于分段线性化的泥浆一维电渗脱水模型OA北大核心CSTPCD

One Dimensional Electroosmotic Dewatering Model of Mud Based on Piecewise Linearization

中文摘要英文摘要

为进一步深入探讨泥浆电渗脱水的影响因素,基于分段线性化方法,建立了泥浆一维电渗脱水模型.该模型考虑了电势梯度、孔隙比等因素对泥浆电渗透系数的综合影响,可以描述泥浆的非线性应力应变关系和大变形效应.与相关解析解及室内模型试验的对比结果表明:所提模型分析结果的误差不超过 5%.在此基础上,分析了加载电压、压缩指数、电渗透系数等参数对泥浆电渗脱水过程的影响,结果表明:增大加载电压和电渗透系数,可提高最终脱水量和缩短稳定时间;随着泥浆压缩性的提高,泥浆最终脱水量增大、稳定时间延长.

Based on piecewise-linear method,a one-dimensional electroosmotic dewatering model of mud was pro-posed in order to further explore the influence factors of mud electroosmotic dehydration.In this model,the com-bined influence of potential gradient and void ratio on the electroosmotic coefficient of mud and the nonlinear stress-strain relationship and large deformation effect of mud were considered.Compared with the results of relevant ana-lytical solutions and laboratory model tests,the error of this model was less than 5%.On this basis,the influences of loading voltage,compression index and electroosmotic coefficient on the process of mud electroosmosis dehydra-tion were analyzed.The results showed that the increase of loading voltage and electroosmotic coefficient could im-prove the final water removal and shorten the stabilization time.With the increase of mud compressibility,the final dewatering volume of mud increased,but the stabilization time was prolonged.

岑勋云;刘忠玉;张景伟;罗文培;汪良强

郑州大学 土木工程学院,河南 郑州 450001郑州三和水工机械有限公司,河南 郑州 450120

土木建筑

电渗脱水泥浆分段线性化电势电渗透系数模型试验

electroosmotic dewateringmudpiecewise linearizationelectric potentialelectroosmotic coefficientmodel test

《郑州大学学报(工学版)》 2024 (003)

基于非达西渗流的饱和粘性土一维流变固结试验与理论研究

22-28 / 7

国家自然科学基金资助项目(51578511);河南省科技攻关项目(232102320352)

10.13705/j.issn.1671-6833.2024.03.003

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