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

Jian Ming Zhu; Hai Feng Cheng

doi:10.4028/www.scientific.net/AMR.790.401

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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 790Study of Grouting Reinforcement to Disturbance...

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

Abstract:

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.

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Periodical:

Advanced Materials Research (Volume 790)

Pages:

401-404

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.790.401

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Online since:

September 2013

Authors:

Jian Ming Zhu, Hai Feng Cheng

Keywords:

Grouting Reinforcement, Numerical Simulation, Slurry Shield, Soft Soil Layer

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References

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