Experimental Study on the Effect of Unbalanced Backfill Soil on the Cyclic Response of the Steel H-Pile and Integral Abutment Steel H-Pile Structure - Details

author：

Javanmardi, A. (Javanmardi, A..) ^[1] | Huang, F. (Huang, F..) ^[2] | Rashidi, M. (Rashidi, M..) ^[3] | Yu, Y. (Yu, Y..) ^[4] | Li, L. (Li, L..) ^[5]

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Abstract：

This　paper　aims　to　address　one　of　the　primary　sources　of　uncertainties　during　earthquakes　in　Integral　Abutment　Jointless　Bridges　(IAJBs):　the　backfill　soil　and　its　intricate　interaction　with　the　pile　and　abutment.　To　achieve　this　goal,　quasi-static　cyclic　tests　were　conducted　on　three　specimens:　(i)　a　steel　H-pile　buried　in　balanced　soil,　(ii)　a　steel　H-pile　buried　in　unbalanced　soil,　and　(iii)　an　integral　abutment　steel　H-pile　buried　in　unbalanced　soil.　The　findings　reveal　that　the　backfill　soil　and　its　interaction　with　the　pile　and　abutment　control　the　deformation　of　the　pile　and　are　beneficial　during　earthquakes　for　the　IAJBs.　©　2025　Taylor　&　Francis　Group,　LLC.

Keyword：

Integral abutment jointless bridges quasi-static test seismic response soil-abutment interaction soil-pile interaction steel H-pile

Community：

[ 1 ] [Javanmardi A.]College of Civil Engineering, Fuzhou University, Fuzhou, China
[ 2 ] [Javanmardi A.]Centre for Infrastructure Engineering, Western Sydney University, Penrith, Australia
[ 3 ] [Huang F.]College of Civil Engineering, Fuzhou University, Fuzhou, China
[ 4 ] [Rashidi M.]Centre for Infrastructure Engineering, Western Sydney University, Penrith, Australia
[ 5 ] [Yu Y.]School of Civil and Environmental Engineering, University of New South Wales, Sydney, Australia
[ 6 ] [Li L.]College of Civil Engineering, Fuzhou University, Fuzhou, China

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Experimental Study on the Effect of Unbalanced Backfill Soil on the Cyclic Response of the Steel H-Pile and Integral Abutment Steel H-Pile Structure
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Source ：

Journal of Earthquake Engineering

ISSN： 1363-2469

Year： 2025

2 . 5 0 0

JCR@2023

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ESI Highly Cited Papers on the List： 0 Unfold All

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