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Study of Grouting Reinforcement to Disturbance Soft SOIL Caused by Large Diameter Slurry Shield Construction

机译:大直径泥水盾构施工扰动软土的注浆加固研究

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Study of grouting reinforcement to disturbance soft soil caused by large diameter slurry shield construction based on Jiangyin Chengjiang West Road over the river tunnel project. First, Three-dimensional finite element model is created to use the ABAQUS finite element software, considering nonlinear deformation of soil in the numerical calculations. By numerical simulation: horizontal, vertical, vertical displacement trends are in accordance with the measured data; increase the layer E, C, Φ values can effectively reduce the settlement of soft soil layer, reducing the soil disturbance. Therefore, through grouting reinforcement of upper soil can reduce soil settlement and get to the purpose of reducing the soil disturbance.
机译:基于江阴澄江西路越江隧道工程的大直径泥水盾构施工扰动软土注浆加固研究。首先,利用ABAQUS有限元软件建立三维有限元模型,在数值计算中考虑土体的非线性变形。通过数值模拟:水平、垂直、垂直位移趋势与实测数据一致;增加土层E、C、Φ值可以有效减少软土层的沉降,减少土体扰动。因此,通过对上部土体进行注浆加固,可以减少土体沉降,达到减少土体扰动的目的。

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