Position: Home > Articles > Laboratory tests on adhesion reduction of clay soil by electro-osmosis method
Journal of Forestry Engineering
2020
(4)
168-173
电渗法降低黏性土黏附力室内试验
关键词:
电渗减黏;黏土;黏附力;锥形电极;黏结破坏;盾构
摘 要:
电渗法作为一种减黏手段,可快速降低黏附力,为解决盾构掘进时刀盘黏附堵塞问题提供新思路。为研究电渗对黏性土黏附力的影响规律,通过自主研制的电渗装置,测量在不同含水率下黏性土黏附力的最大值,以及持续受拉状态下锥体的电渗减黏情况。结果表明:黏附力大小随含水率的增加呈现先增大后减小的趋势,在塑限含水率附近出现最大值,并在液限含水率后趋于稳定。选取4组特征含水率土样进行研究,在匀速拉拔状态下拉拔力值随拉拔时间近似呈线性增长。在电渗作用下,减黏时间受含水率和初始黏附力影响缓慢增加,经拐点后急剧增加,相应的减黏速率随含水率变化先增大后减小,在27%含水率和0.4减黏比例时出现最大值。锥体脱开后,表面土颗粒黏附均匀,对比无电渗条件下金属表面的黏余状态,分析黏结破坏发生在界面水膜外围土体中,受水分张力和土体内聚力共同作用,两者相对变化是导致黏结破坏位置发生变化的主要原因。该研究成果可为电渗降黏在工程中的应用提供理论依据。
译 名:
Laboratory tests on adhesion reduction of clay soil by electro-osmosis method
作 者:
XIAO Yuhao;LIU Cheng;HUANG Lin;LIU Lei;College of Civil Engineering,Nanjing Forestry University;
关键词:
electro-osmotic adhesion reduction;;clay;;adhesion;;tapered electrode;;adhesion failure;;shield
摘 要:
As a kind of adhesion reduction method,the electro-osmosis method can quickly reduce the adhesion force,and provide a new idea for solving the problem of soil sticking and clogging of the cutter face during the shield tunneling.In order to study the influence of electro-osmosis on the adhesion force,the self-developed electro-osmosis device was used to measure the maximum value of adhesion force and the electro-osmotic adhesion reduction under different moisture contents and continuous tensile state throughout the whole test. The test results show that the adhesion value first increases with the increase in moisture content,and reaches the maximum one near the plastic limit moisture content,then decreases and becomes stable when the moisture is greater than the liquid limit. In this paper,four groups of remolded soil samples with characteristic moistures between liquid and plastic limits contents were studied,and the pull-out force value in the constant-speed drawing state increased almost linearly with the drawing time.Under the action of electro-osmosis,the reduction time of adhesion was affected by the moisture content and the initial adhesion value tested before. There was an inflection point,which makes adhesion reduction time increase slowly before the point and increase sharply after the point. The average adhesion reduction rate increases first and then decreases with the changes in moisture contents of the four groups of selected soil samples,then the maximum adhesion reduction rate occurs at the moisture of 27% and the adhesion reduction ratio of 0.4. After the cone was disengaged,the soil particles on the surface adhered uniformly,and with the increase in electro-osmotic time and the decrease in adhesion value,the sticky particles continued to decrease. This phenomenon appeared to be significantly different from normal conditions with more sticky clay particles or smooth surface. Based on the analysis of experimental phenomena and results,the adhesion failure occured in the soil surrounding the water film at the interface,and was affected by many factors. The water tension and cohesion in the soil were the two main factors to affect the adhesion,and together determined the position of the adhesion failure in the soil. According to the research results,it may provide a theoretical basis for the application of electro-osmosis adhesion reduction in engineering.