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Infrastructures, Volume 7, Issue 11

2022 November - 13 articles

Cover Story: This paper evaluates the performance of a new prestressed bearer for turnouts, designed for the 1000 mm gauge in Vietnam. The study involves six tasks: conducting a literature review, developing the proposed bearer structure, preparing test samples and determining design load, conducting laboratory tests, analysing test results, and making recommendations about the carrying capacity of prestressed bearers for railway turnouts using the arrangement of prestressed strands and laboratory testing. Test samples of PSB were manufactured in the factory. The bearers were tested in the laboratory with three tests: a positive bending moment test, a negative bending moment test, and a fatigue test. The proposed bearers for turnouts meet the carrying capacity requirements under static and fatigue loads. View this paper
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Articles (13)

  • Article
  • Open Access
4 Citations
5,957 Views
23 Pages

Flood Risk Assessment Index for Urban Mobility with the Aid of Quasi-2d Flood Model Applied to an Industrial Park in São Paulo, Brazil

  • Matheus Martins de Sousa,
  • Osvaldo Moura Rezende,
  • Ana Caroline Pitzer Jacob,
  • Luiza Batista de França Ribeiro and ,
  • Paula Morais Canedo de Magalhães,
  • Gladys Maquera and
  • Marcelo Gomes Miguez
  • + 2 authors+ 0 author

Risk can be defined as the relationship between the likelihood of a hazard causing a potential disaster and its consequences. This study aims to assess the likelihood that a new industrial region, located in the state of São Paulo (Brazil), wi...

(This article belongs to the Special Issue Smart, Sustainable and Resilient Infrastructures, 2nd Edition)
  • Article
  • Open Access
7 Citations
3,848 Views
22 Pages

Base isolation of liquid storage tanks has proven to be an efficient seismic protection measure, leading to a drastic reduction of a superstructure’s distress. However, many such tanks are located near seismic tectonic faults, which generate st...

(This article belongs to the Special Issue Advances in Structural Dynamics and Earthquake Engineering)
  • Article
  • Open Access
2 Citations
3,906 Views
17 Pages

According to Modified Compression Field Theory (MCFT), the ultimate shear capacity of a reinforced concrete section depends on load effects (shear, moment, torsion, and axial force) caused by factored design loads. In many design standards, including...

(This article belongs to the Topic Life Cycle Assessment of Deteriorating Structures and Infrastructure)
  • Article
  • Open Access
21 Citations
7,282 Views
30 Pages

The T26 tunnel was designed within the scope of the Ankara-Istanbul high-speed railway in accordance with the speed of 250 km/h. Some serious problems and excessive deformations were encountered during the excavation works. The deformations in the tu...

(This article belongs to the Topic Resilient Civil Infrastructure)
  • Review
  • Open Access
16 Citations
12,495 Views
22 Pages

High-Speed Railway Bridge and Pile Foundation: A Review

  • Brian Bachinilla,
  • Ana Evangelista,
  • Milind Siddhpura,
  • Assed N. Haddad and
  • Bruno B. F. da Costa

High-speed railway is trending in developing countries for economic reasons, mobility in the aftermath of COVID-19, and environmental concerns. The high-speed railway operators continuously improve the operational speed to transport more passengers i...

(This article belongs to the Special Issue Smart, Sustainable and Resilient Infrastructures, 2nd Edition)
  • Article
  • Open Access
37 Citations
7,572 Views
26 Pages

Evaluating the Role of Urban Drainage Flaws in Triggering Cascading Effects on Critical Infrastructure, Affecting Urban Resilience

  • Antonio Krishnamurti Beleño de Oliveira,
  • Bruna Peres Battemarco,
  • Giuseppe Barbaro,
  • Maria Vitória Ribeiro Gomes and ,
  • Felipe Manoel Cabral,
  • Ronan de Oliveira Pereira Bezerra,
  • Victória de Araújo Rutigliani,
  • Ianic Bigate Lourenço,
  • Rodrigo Konrad Machado and
  • Marcelo Gomes Miguez
  • + 8 authors+ 3 authors

The urban drainage system plays an important role in the urban infrastructure resilience discussion. Its functional failures can trigger cascading effects on other urban systems and critical infrastructures. The main aim of this work is to investigat...

(This article belongs to the Special Issue Smart, Sustainable and Resilient Infrastructures, 2nd Edition)
  • Article
  • Open Access
38 Citations
5,113 Views
12 Pages

Crack Detection and Classification in Moroccan Pavement Using Convolutional Neural Network

  • Wafae Hammouch,
  • Chaymae Chouiekh,
  • Ghizlane Khaissidi and
  • Mostafa Mrabti

Crack is a condition indicator of the pavement’s structure. Generally, crack detection is an essential task for effective diagnosis of the road network. Moreover, evaluation of road quality is necessary to ensure traffic security. Since 2011, a...

(This article belongs to the Special Issue Land Transport, Vehicle and Railway Engineering)
  • Article
  • Open Access
2,694 Views
17 Pages

Previous studies have addressed railway turnouts (switches and crossings), but research on the performance of 1000 mm gauge turnouts is limited. At present, wooden sleeper structures are used at turnouts in Vietnam. However, these structures have man...

  • Article
  • Open Access
5 Citations
3,009 Views
21 Pages

Deep-Learning-Based Temporal Prediction for Mitigating Dynamic Inconsistency in Vehicular Live Loads on Roads and Bridges

  • Ananta Sinha,
  • Mi G. Chorzepa,
  • Jidong J. Yang,
  • Sung-Hee Sonny Kim and
  • Stephan Durham

Weigh-In-Motion (WIM) data have been collected by state departments of transportation (DOT) in the U.S. and are anticipated to grow as state DOTs expand the number of WIM sites in order to better manage transportation infrastructure and enhance mobil...

  • Article
  • Open Access
13 Citations
4,483 Views
15 Pages

This experimental study proposes a systematic mix-design procedure to develop rubberized geopolymer concrete (RGPC). The developed method is meant to identify the mix ratios for the production of high-strength, low-calcium fly ash-based geopolymer co...

(This article belongs to the Section Infrastructures and Structural Engineering)
  • Article
  • Open Access
53 Citations
5,097 Views
24 Pages

Data-Driven Prediction of Stability of Rock Tunnel Heading: An Application of Machine Learning Models

  • Chayut Ngamkhanong,
  • Suraparb Keawsawasvong,
  • Thira Jearsiripongkul,
  • Lowell Tan Cabangon and ,
  • Meghdad Payan,
  • Kongtawan Sangjinda,
  • Rungkhun Banyong and
  • Chanachai Thongchom
  • + 3 authors+ 0 author

In this paper, Artificial Neural Networks (ANN) have been utilized to predict the stability of a planar tunnel heading in rock mass based on the well-defined Hoek-Brown (HB) yield criterion. The HB model was developed to capture the failure criterion...

  • Article
  • Open Access
3 Citations
6,334 Views
20 Pages

Evaluation of Climate Change Resilience of Urban Road Network Strategies

  • Siama Begum,
  • Rachel S. Fisher,
  • Emma J. S. Ferranti and
  • Andrew D. Quinn

The impacts of the changing climate have caused extensive disruption to the road network in the United Kingdom in recent years. Roads are vital for economic growth and social wellbeing, and a disruption to the network can have disastrous consequences...

(This article belongs to the Special Issue Critical Infrastructure Resilience Facing Extreme Weather Events)
  • Article
  • Open Access
8 Citations
5,079 Views
18 Pages

Physical Model of Shallow Foundation under Dynamic Loads on Sands

  • Diego F. Gil,
  • Cristhian C. Mendoza,
  • Luis R. Vásquez-Varela and
  • Santiago Cano

Structures built on sands worldwide, with shallow foundations, have experienced damage and collapse during and after earthquakes. Two phenomena triggered the collapse: the liquefaction phenomenon and the P-Δ effects. However, current research a...

(This article belongs to the Special Issue Artificial Intelligence in Infrastructure Geotechnics)
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Infrastructures - ISSN 2412-3811