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Research on calculation of settlement of flexible piles composite foundation under rigid cushion cup

Linna Sun

Open publisher page 2 citations

Abstract

Experimental study and theoretical analysis indicate that effective length of flexible piles exists.Considering the resistance of rigid foundation to the relative displacement between piles and soils,assuming the frictional resistance distributed as triangle form,and based on the pile-soil compatible deformation,the effective length of piles is deduced.And the settlement of flexible piles composite foundation is divided into three sections to be calculated.Comparing the method introduced in this paper with several other methods,it is proved that the method is effective and feasible.

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What this paper is about

Experimental study and theoretical analysis indicate that effective length of flexible piles exists.Considering the resistance of rigid foundation to the relative displacement between piles and soils,assuming the frictional resistance distributed as triangle form,and based on the pile-soil compatible deformation,the effective length of piles is deduced.And the settlement of flexible piles composite foundation is divided into three sections to be calculated.Comparing the method introduced in this paper with several other methods,it is proved that the method is effective and feasible.

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OpenAlex reports 2 citations for this work. Citation counts describe recorded attention and do not establish research quality.

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Available abstract

Experimental study and theoretical analysis indicate that effective length of flexible piles exists.Considering the resistance of rigid foundation to the relative displacement between piles and soils,assuming the frictional resistance distributed as triangle form,and based on the pile-soil compatible deformation,the effective length of piles is deduced.And the settlement of flexible piles composite foundation is divided into three sections to be calculated.Comparing the method introduced in this paper with several other methods,it is proved that the method is effective and feasible.

Key concepts: Cushion, Settlement (finance), Pile, Foundation (evidence), Geotechnical engineering, Displacement (psychology), Structural engineering, Composite number

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