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

机译:大直径浆料屏蔽施工造成扰动软土的灌浆加固研究

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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:基于江阴诚江西路对隧道工程江阴诚江西路灌浆加固对扰动软土的污水钢筋混凝土。首先,创建三维有限元模型以使用ABAQUS有限元软件,考虑数值计算中的土壤非线性变形。通过数值模拟:水平,垂直,垂直位移趋势符合测量数据;增加层E,C,Φ值可以有效地降低软土层的沉降,降低了土壤紊乱。因此,通过灌浆加固上部土壤可以减少土壤沉降并达到降低土壤干扰的目的。

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