On the Soil-Structure Interaction Numerical Study of Strengthening Design of Sluice within Mining Subsidence Areas

Abstract:

Finite element models, established using ANSYS, given the soil - structure interaction phenomena produced at the interface between the reinforced concrete structure and the soil, have been used to perform a parametric study of the strengthening design of the foundation and the sluice chamber within mining subsidence area. High pressure jet grouting pile is adopted to reinforce the foundation, this analysis model is simplified by the transformation from the pile foundation to the solid foundation, which reflects the characteristic of pile foundation. The strengthening design of the sluice chamber is a renovation from open style to frame, to increase the integral property. It is indicated that, using high pressure jet grouting pile to reinforce the foundation can apparently improve the stability of sluice in mining area. Nevertheless, it can't improve the stability of sluice through reinforcing the sluice chamber.

• Periodical: Advanced Materials Research (Volumes 163-167)
• Pages: 3640-3644
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.163-167.3640
• Online since: December 2010
• Authors: Hong Chang, Jun Wu Xia, Hong Fei Chang, Feng Jie Zhang
• Keywords: Finite Element Model (FEM), Mining Subsidence Area, Sluice, Soil-Structure Interaction (SSI), Strengthening

References

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