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Electroosmotic Stabilization on Soft Soil: Experimental Studies and Analytical Models (A historical review)

机译:软土上的电渗稳定:实验研究和分析模型(历史回顾)

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Electrokinetic stabilization is a newly developed technique, which was pioneered by Cassagrand in1940 and has been employed in railway embankment stabilization. Compared with conventionalfoundation treatment methods, electrokinetic stabilization performs more effectively with shorter timeson soft clay foundations with a high content of fine grains and a low hydraulic coefficient. However,electroosmosis (EO) has not been widely used in practical engineering, especially in large-scaleapplications, due to a lack of understanding of the mechanism of EO treatment and the errors betweenthe theoretical predictions and experimental results, which cannot be ignored. The purpose of thispaper is to briefly review the history of electrokinetic stabilization on soft soils, includinginvestigations into the mechanism, laboratory and field tests of the critical influencing factors, and thedevelopment of theoretical and numerical models and methods to improve the efficiency of EOtreatment. In addition, directions for future research are discussed.
机译:电动稳定是一项新开发的技术,由卡萨格兰德(Cassagrand)在1940年提出,并已用于铁路路堤稳定。与传统的地基处理方法相比,电动稳定技术在较短的时间范围内具有较高的细颗粒含量和低水力系数的软粘土地基中可以更有效地发挥作用。然而,由于对电渗处理的机理以及理论预测与实验结果之间的误差认识不足,电渗技术尚未在实际工程中得到广泛应用,特别是在大规模应用中。本文的目的是简要回顾一下在软土上的电动稳定的历史,包括对影响关键影响因素的机理,实验室和现场测试的研究,以及提高EO处理效率的理论,数值模型和方法的发展。此外,还讨论了未来研究的方向。

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