Research on the performance of curved integral abutment bridges in Vietnamese condition

Authors

  • Manh Ha Nguyen Le Quy Don Technical University
  • Tuan Thanh Pham Le Quy Don Technical University

DOI:

https://doi.org/10.56651/lqdtu.jst.v5.n01.372.sce

Keywords:

Integral bridge, Midas Civil 2011, Plaxis 8.2, finite element method, structure, soil-structure interaction

Abstract

The paper presents results of studying the performance of span structure in the curved integral abutment bridges; the behavior of the ground behind integral abutment bridge when changing the form of approach/transition slap according to the standard TCVN 11823-2017. Based on the studied results, recommendations were made on the applicability of the integral bridges in Vietnamese condition.

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Published

2022-07-07

Issue

Section

Articles