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- W2373648840 abstract "In order to reveal the mechanism and development law of soil arch effect behind the antislide piles,numerical simulations were carried out based on plane stain FEA models.Soil deformation and stress around piles were investigated to explain the mechanism of soil arch formation.Soil arch development can be divided into three phases according to the characteristic of load-displacement curves.Development law was studied by analysis of soil deformation,stress and plastic zone at different stages.The results shows that the formation,development and destruction of soil arch are correlated to the load(p) acted on piles and relative displacement(δ) between piles and soil.Soil arch is at the stage of gestation when both p and δ are small and soil deformation is elastic.Then local plastic strain comes into being around piles with increment of p and δ.Gradually soil arch takes its step further and brings its anti-sliding role into effect.In succession,plastic zone of soil extends and δ grows rapidly when p is close to its limit value.Finally soil arch fractured,retaining effect fails and destroy pattern of soil extrusion between piles occurs once soil plastic zone become connective." @default.
- W2373648840 created "2016-06-24" @default.
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- W2373648840 date "2010-01-01" @default.
- W2373648840 modified "2023-09-22" @default.
- W2373648840 title "Mechanism and development law of soil arch effect behind anti-slide piles" @default.
- W2373648840 hasPublicationYear "2010" @default.
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