Study on Influence of Excavation of Metro Station on a Steel Box Girder Bridge

2013 ◽  
Vol 427-429 ◽  
pp. 209-215
Author(s):  
Lei Yang ◽  
Kai Feng Zheng ◽  
Jin Zhu

To evaluate the safety of a steel box bridge during the construction of a metro station, the process of excavation which was based on the metro station and its overpass bridge in Chengdu was analyzed. A detailed FE model was established which include the soil, the station and the bridge using general finite element software ALGOR. According to the procedure of the constructing station and completed station, investigating the absolute settlements and differential settlements of the earths surface and foundation in metro station incidence, the effect on the steel box girder overall stress and local stress was analyzed extensively. The results demonstrated that the excavation has a insignificant influence on the deformations and stresses of the steel girder. Thus it provides an important understanding of the interactions of bridge structures and underground constructions.

2020 ◽  
Vol 3 (2) ◽  
Author(s):  
Piyun Zhang ◽  
Xinwen Jiang ◽  
Huilian Gan

<p>In this paper, a large-span cable-stayed bridge with double pylons and double cable planes is employed to study the overall and local mechanical behaviors. The steel box girder bridge is constructed by incremental launching with the maximum span of 50 m. Through the overall stress analysis, the most unfavorable stress position of the structure in the incremental launching construction is identified; the refined local stress analysis is carried out for the girder section at this position, and the local stress characteristics of the structure are studied. The mechanical performance and the applicability of incremental launching are determined by comparing four kinds of elastic cushion. This paper aims at improving the safety of incremental launching construction of steel box girder bridge, and can provide reference for similar projects.</p>


2019 ◽  
Vol 160 ◽  
pp. 169-188 ◽  
Author(s):  
Filip Ljubinković ◽  
João Pedro Martins ◽  
Helena Gervásio ◽  
Luís Simões da Silva ◽  
José Oliveira Pedro

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