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万泽恩, 尹威方, 李树忱, 景少森, 王海波, 许钦明. 电渗透法降低黏土-金属界面粘附力的机理与试验研究[J]. 岩土工程学报. DOI: 10.11779/CJGE20231152
引用本文: 万泽恩, 尹威方, 李树忱, 景少森, 王海波, 许钦明. 电渗透法降低黏土-金属界面粘附力的机理与试验研究[J]. 岩土工程学报. DOI: 10.11779/CJGE20231152
Mechanism and experimental tests on reducing adhesive force of clay-metal interface with electro-osmosis method[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20231152
Citation: Mechanism and experimental tests on reducing adhesive force of clay-metal interface with electro-osmosis method[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20231152

电渗透法降低黏土-金属界面粘附力的机理与试验研究

Mechanism and experimental tests on reducing adhesive force of clay-metal interface with electro-osmosis method

  • 摘要: 在岩土工程中机械法施工普遍,但黏土堵塞是困扰施工的一大难题。盾构、钻孔桩机等设备在黏性地层施工时易发生结泥饼、堵塞、排渣不畅等现象,导致器械扭矩增大,加剧刀具损耗,降低施工效率。黏土堵塞一般发生在黏土与金属界面之间,如何降低黏土对金属表面的黏附力是解决上述问题的关键。本文介绍一种利用电渗透技术使黏土与金属界面之间形成一层水膜以达到降低黏土黏附性的方法。在不同电压和含水率条件下,对四种黏土进行倾斜板试验和电渗透试验。试验结果表明:黏土的电动力学行为不仅受含水率和黏土矿物的影响,还需要满足一定的阈值电压。试验的四种土样的滑动临界电压阈值集中在4 V左右,受含水率影响临界电压阈值有轻微差异。超过电压阈值后土样脱离时间急剧减少,电压由9 V增加到11 V,脱离时间无明显差异。当电压超过7 V后,增加电压对土样的降黏作用不明显,但电渗透过程中的能耗却呈倍数增长。电渗透法未来应用于实际工程,应综合考虑能耗、地层条件等因素,选择基于最优电压的电渗法降黏方案,提高施工效率。

     

    Abstract: Mechanical construction is widely used in geotechnical engineering, but clay clogging is a major problem that hinders construction. Shield, drilling pile machine and other equipment are prone to mud cake, clogging, poor soil discharge and other phenomena during the construction in clay stratum, which leads to increased torque of the apparatus, intensified tool wear and reduced construction efficiency. Clay clogging generally occurs at the interface between clay and metal surfaces, and reducing the adhesion force of clay to metal surfaces is the key to solving the above issues. This article introduces a method of using electro-osmosis technology to form a water film between the clay and metal interface to reduce the clay adhesion. Tilted-plate tests and electro-osmosis tests were conducted on four types of clay under different voltage and water content conditions. The experimental results show that the electrodynamic behavior of clay is not only influenced by water content and clay minerals, but also needs to meet a certain voltage threshold. The critical sliding voltage threshold of the four clay samples in the experiment is concentrated at 4 V, with slight differences influenced by the water content. After the voltage exceeds the threshold, the detachment time of the soil sample decreases sharply. Increasing the voltage from 9 V to 11 V does not show a significant difference in detachment time. After the voltage exceeds 7 V, increasing the voltage has little effect on reducing the stickiness of the soil sample, but the energy consumption during the electro-osmosis process increases significantly. When applying electro-osmosis method in practical engineering, factors such as energy consumption and formation conditions should be considered comprehensively, so as to select the optimal voltage-based electro-osmosis viscosity reduction program and improve the construction efficiency.

     

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