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Effect of dispersant on the tangential adhesion strength between clay and metal for EPB shield tunnelling

机译:分散剂对EPB盾构隧道粘土与金属切向粘结强度的影响。

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When Earth Pressure Balance (EPB) shields pass through clayey ground, the working tool is frequently clogged, causing a low tunnelling rate and accelerating cutter disk abrasion. Clay clogging is considered to be due to the high tangential adhesion strength between the clay and metal. This paper investigates the changes in the tangential adhesion strength with the consistency index under different total normal stresses and with different dispersant contents using a mixture of bentonite and kaolin (mass ratio of 1:1). The results showed that the tangential adhesion strength first decreased significantly and then remained almost constant with an increase in water content. Injection of the dispersant could decrease the tangential adhesion strength of clay. The tangential adhesion strength decreased gradually with a lower dispersant content ( < 4%) and then remained nearly unchanged. The tangential adhesion strength increased slowly with a consistency index lower than 0.5-0.6 and then increased significantly. Considering the effect of dispersant on the Atterberg limits of clay, the tangential adhesion strength between the soil and metal with different dispersant contents was virtually identical at the same consistency and under a normal stress. The tangential adhesion strength showed an exponential relationship with the normal stress and consistency index when the consistency index of clay was lower than 1. The reduction of average tangential adhesion strength showed a linear increase as that of liquid limit increased. The slope of the line increased when the normal stress increased. These results indicate that changes in the liquid can represent the effect of dispersant on the adhesion of clay. From the test results, it can be considered that a supporting medium with a consistency index lower than 0.5 is suitable for EPB shields. Since soil with a consistency index lower than 0.4 is easily squeezed out of a screw conveyor, a supporting medium with a consistency index of 0.4-0.5 is ideal for EPB shields, which is in agreement with the conclusion proposed by Hollmann and Thewes.
机译:当大地压力平衡(EPB)防护罩穿过黏土时,作业工具经常被堵塞,从而导致掘进速率低并加速了刀盘磨损。粘土堵塞被认为是由于粘土和金属之间的切线粘合强度高所致。本文研究了在膨润土和高岭土的混合物(质量比为1:1)下,在不同的总法向应力和不同的分散剂含量下,切向粘合强度随稠度指数的变化。结果表明,切向粘合强度首先显着下降,然后随着水含量的增加而保持几乎恒定。分散剂的注入会降低粘土的切向粘合强度。切向粘合强度随着较低的分散剂含量(<4%)逐渐降低,然后几乎保持不变。切向粘合强度缓慢增加,稠度指数低于0.5-0.6,然后显着增加。考虑到分散剂对粘土的Atterberg极限的影响,在相同的稠度和法向应力下,具有不同分散剂含量的土壤和金属之间的切向粘合强度实际上是相同的。当粘土的稠度指数低于1时,切向粘附强度与正应力和稠度指数呈指数关系。平均切向粘附强度的降低随液限的增加呈线性增加。当法向应力增加时,线的斜率增加。这些结果表明,液体的变化可以代表分散剂对粘土附着力的影响。根据测试结果,可以认为稠度指数低于0.5的支撑介质适用于EPB屏蔽。由于稠度指数低于0.4的土壤很容易从螺旋输送机中挤出,因此稠度指数为0.4-0.5的支撑介质是EPB防护罩的理想选择,这与Hollmann和Thewes提出的结论是一致的。

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