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Study on Passive Soil Arching Effect in Front of Cantilever Pile Based on FLAC^(3D)

摘要


Based on FLAC^(3D) finite difference soft armor, the arching effect of passive soil arching in front of cantilever pile was studied, and the influence of the change of pile depth direction and the soil strength of different embedded sections on the passive soil arching effect in front of pile was analyzed.The results show that the passive soil arching effect can occur in the soil of two adjacent piles, and it decreases along the depth of the pile. However, when the strength of the embedded soil is small, the pile displacement is too large, and the passive soil arching effect cannot occur in the surface soil, but can occur in the deeper soil.

參考文獻


Terzaghi K. Theoretical Soil Mechanics[M].New York: John Wiley and Sons,1943.
Ladanyi B, Hoyaux B.A Study of the Trap Door Problem in a Gtanular Mass[J].Canadian Geotechnical Journal, 1969, 6(1):1-14.
Wang W L,Yen B C.Soil Arching in Slopes[J]. Journal of the Geotechnical Engineering, 1974, 100(1): 61-78.
Ye Xiaoming, Meng Fantao, Xu Nianchun.Formation conditions of horizontal unloading arch in soil layer[J]. Chinese Journal of Rock Mechanics and Engineering, 2002(5): 745-748.
Ye Xiaoming, Wang Zhen, Gan Fei. Study on Calculation Method of Anchored Stabilizing Pile Based on Displacement of Soil around Piles[J]. Chinese Journal of Rock Mechanics and Engineering, 2016 (35): 3187-3194.

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