沉管下放对浮泥挤压排除特性影响的试验研究

    Experimental study on effects of immersed tube lowering on extrusion and removal characteristics of fluid mud

    • 摘要: 依托深中通道沉管隧道工程,通过大比尺模型试验,研究了沉管下放对回淤浮泥挤压排除特性的影响,确定浮泥挤出量与基底压力和浮泥密度的关系,为制定合理清淤标准提供参考,主要得到以下结论:①沉管下土压力随沉管下放位移的增加而增大,呈两段线性关系,且距排泥口越远,回淤浮泥层上下表面的土压力越大,且土压力在水平方向存在明显压差,在该压差作用下回淤浮泥逐渐从排泥口排出;②回淤浮泥挤出量随基底压力的增加而增大,当浮泥密度小于1.30 g/cm3时,增加基底压力就可将回淤浮泥全部挤出;当浮泥密度大于1.30 g/cm3后,一味增加基底压力并不能将回淤浮泥全部挤出,存在明显的边际递减效应;③回淤浮泥挤出量随密度的增加而减小,浮泥密度为1.30 g/cm3时,挤出量存在明显突变。

       

      Abstract: Relying on the Shenzhen-Zhongshan Link immersed tube tunnel project, through large-scale model test, the influence of immersed tube lowering on the extrusion and removal characteristics of fluid mud is studied, and the relationship between the extrusion volume of fluid mud and the base pressure and the density of fluid mud is determined, which provides a reference for the formulation of reasonable dredging standards. The main conclusions are as follows: ① The earth pressure under the immersed tube increases with the increase of the displacement of the immersed tube lowering. The farther the distance from the sludge outlet, the greater the earth pressure on the upper and lower surfaces of the fluid mud layer, and there is an obvious pressure difference in the horizontal direction of the earth pressure, under which the fluid mud is gradually discharged from the sludge outlet; ② When the density of the fluid mud is less than 1.30 g/cm3, all the fluid mud can be squeezed out by increasing the base pressure, but when the density of the fluid mud is more than 1.30 g/cm3, all the fluid mud can not be squeezed out by increasing the base pressure, and there is an obvious marginal decline effect; ③ The extrusion amount of the fluid mud decreases with the increase of the density, and there is an obvious mutation when the density of the fluid mud is 1.30 g/cm3.

       

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