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author:

Javanmardi, Ahad (Javanmardi, Ahad.) [1] | Huang, Fuyun (Huang, Fuyun.) [2] | Chen, Wei (Chen, Wei.) [3] | Xu, Pu (Xu, Pu.) [4] | Xue, Junqing (Xue, Junqing.) [5]

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EI

Abstract:

In this paper, a quasi-static cyclic test was performed on an integral abutment-steel H-pile specimen considering the interaction of the soil with the abutment and pile in order to evaluate its seismic response. The results in terms of failure mechanism, deformation, earth pressure distribution, hysteretic behavior, backbone curve, stiffness, damping ratio, and ductility are briefly discussed. The results indicated that the interaction of the backfill soil with the abutment and pile could significantly improve the overall cyclic response of the IAJB. In addition, the integral abutment-steel H-pile structure has good ductility and energy dissipation capability. © 2022 Taylor & Francis Group, LLC.

Keyword:

Abutments (bridge) Cyclic loads Ductility Energy dissipation Failure (mechanical) Hysteresis Piles Pressure distribution Seismic response Soils Soil structure interactions Stiffness

Community:

  • [ 1 ] [Javanmardi, Ahad]College of Civil Engineering, Fuzhou University, Fujian, Fuzhou, China
  • [ 2 ] [Huang, Fuyun]College of Civil Engineering, Fuzhou University, Fujian, Fuzhou, China
  • [ 3 ] [Huang, Fuyun]Fujian Provincial Key Laboratory on Multi-disasters Prevention and Mitigation in Civil Engineering, Fuzhou University, Fujian, Fuzhou, China
  • [ 4 ] [Chen, Wei]College of Civil Engineering, Fuzhou University, Fujian, Fuzhou, China
  • [ 5 ] [Xu, Pu]College of Civil Engineering, Fuzhou University, Fujian, Fuzhou, China
  • [ 6 ] [Xue, Junqing]College of Civil Engineering, Fuzhou University, Fujian, Fuzhou, China

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Source :

Journal of Earthquake Engineering

ISSN: 1363-2469

Year: 2023

Issue: 9

Volume: 27

Page: 2358-2380

2 . 5

JCR@2023

2 . 5 0 0

JCR@2023

ESI HC Threshold:35

JCR Journal Grade:2

CAS Journal Grade:3

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 4

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 2

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