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Numerical Simulation of Foundation Pit‐slope Based on PFC

摘要


Aiming at the foundation pit engineering of a sports center building foundation in a city, a numerical model of the foundation pit‐slope particle flow is established based on the particle flow software PFC, and the excavation is simulated to compare and analyze the contact force slope in the process of different methods of foundation pit excavation. The change law of internal stress field, strain field and particle displacement, as well as the selection of primary grading and secondary grading, provide references for similar slope projects.

參考文獻


Wu Fengyuan, Fan Yunyun, Liang Li, Sun Tong. Numerical simulation analysis of particle flow in pile-steel support foundation pit [J]. Journal of University of Jinan (Natural Science Edition), 2020, 34(01): 10-14.
Huang Weixiao. Research on the influence of two-stage and multi-stage grading on the deformation and stability of foundation pit [D]. Henan University, 2019.
Yang Hailin. Research and application of optimization design for building deep foundation pit support [D]. China University of Geosciences (Beijing), 2013.
Liu Haifeng. Numerical simulation of mechanical properties of tunnel surrounding rock based on particle flow method [J]. Resources Information and Engineering, 2021, 36 (01): 82-84+88.
Gao Jingwang. Research on PFC Slope Model Construction [D]. Jilin University, 2014.

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