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Infrastructures, Volume 4, Issue 3

2019 September - 20 articles

Cover Story: The alkali–silica reaction is a chemical phenomenon that, inducing expansion and cracks formation in concrete, can have a severe impact on the safety and functioning of existing concrete dams. Starting from a phenomenological two-phase isotropic damage model, describing the degradation of concrete, the effects of alkali–silica reaction in an existing concrete gravity dam were evaluated. Considering the real temperature and humidity variations, the influence of both temperature and humidity was considered through two uncoupled diffusion analyses. The numerical analyses, performed with the two-phase damage model, allowed predicting the structural behavior both in terms of damage pattern and increase of crest displacements. Reasonably good agreement with the real monitoring data was obtained. View this paper.
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Articles (20)

  • Article
  • Open Access
13 Citations
6,644 Views
19 Pages

On the Dynamic Capacity of Concrete Dams

  • L. Furgani,
  • M. A. Hariri-Ardebili,
  • M. Meghella and
  • S. M. Seyed-Kolbadi

The purpose of this joint contribution is to study the maximum dynamic load concrete dams can withstand. The so-called “dynamic capacity functions” for these infrastructures seems now technically and commercially feasible thanks to the mo...

  • Article
  • Open Access
19 Citations
6,176 Views
20 Pages

Value of Information of Structural Health Monitoring in Asset Management of Flood Defences

  • Wouter Jan Klerk,
  • Timo Schweckendiek,
  • Frank den Heijer and
  • Matthijs Kok

One of the most rapidly emerging measures in infrastructure asset management is Structural Health Monitoring (SHM), which aims at reducing uncertainty in structural performance by using monitoring equipment. As earthen flood defence structures typica...

  • Feature Paper
  • Article
  • Open Access
7 Citations
5,592 Views
14 Pages

The alkali–silica reaction is a chemical phenomenon that, by inducing expansion and the formation of cracks in concrete, can have a severe impact on the safety and functioning of existing concrete dams. Starting from a phenomenological two-phas...

  • Case Report
  • Open Access
16 Citations
7,361 Views
16 Pages

Frequent terrorist activities, the use of vehicle bomb blasts and improvised explosive devices (IEDs) have brought forth the task of protection against blasts as a priority issue for engineers. Terrorists mostly target the areas where human and econo...

  • Article
  • Open Access
35 Citations
7,641 Views
21 Pages

Principal Component Neural Networks for Modeling, Prediction, and Optimization of Hot Mix Asphalt Dynamics Modulus

  • Parnian Ghasemi,
  • Mohamad Aslani,
  • Derrick K. Rollins and
  • R. Christopher Williams

The dynamic modulus of hot mix asphalt (HMA) is a fundamental material property that defines the stress-strain relationship based on viscoelastic principles and is a function of HMA properties, loading rate, and temperature. Because of the large numb...

  • Article
  • Open Access
19 Citations
9,227 Views
24 Pages

Intelligent infrastructure, including smart cities and intelligent buildings, must learn and adapt to the variable needs and requirements of users, owners and operators in order to be future proof and to provide a return on investment based on Operat...

  • Article
  • Open Access
4 Citations
5,982 Views
17 Pages

A Probabilistic Approach to the Spatial Variability of Ground Properties in the Design of Urban Deep Excavation

  • Jacob B. Herridge,
  • Konstantinos Tsiminis,
  • Jonas Winzen,
  • Arya Assadi-Langroudi,
  • Michael McHugh,
  • Soheil Ghadr and
  • Sohrab Donyavi

Uncertainty in ground datasets often stems from spatial variability of soil parameters and changing groundwater regimes. In urban settings and where engineering ground interventions need to have minimum and well-anticipated ground movements, uncertai...

  • Article
  • Open Access
13 Citations
7,259 Views
26 Pages

The limitations of the standard two-year interval for the visual inspection of bridges required by the U.S. National Bridge Inspection Standards have been well documented, and alternative approaches to bridge inspection planning have been presented i...

  • Article
  • Open Access
8 Citations
7,471 Views
20 Pages

The new concept of Connected and Automated Vehicles (CAVs) necessitates a need to review the approach of managing the existing civil infrastructure system (highways, bridges, sign structures, etc.). This paper provides a basic introduction to the CAV...

  • Article
  • Open Access
17 Citations
6,245 Views
13 Pages

According to the latest estimates, 40% of urban areas are covered by pavements. One of the most remarkable effects on the urban environment is the increase in impermeable surfaces which leads to problems related to water infiltration into the ground...

  • Article
  • Open Access
2 Citations
4,838 Views
16 Pages

Isolated subsurface structures readily collect solvents spilled onto surrounding surfaces or poured into opening(s) in the manhole cover. Fatal overexposures and fires/explosions have occurred following these events. This work documents evaporation o...

  • Article
  • Open Access
28 Citations
6,270 Views
15 Pages

The railway structures need constant monitoring and maintenance to ensure the train circulation safety. Quality information concerning the infrastructure geometry, namely the three-dimensional linear elements, are crucial for that processes. Along wi...

  • Technical Note
  • Open Access
6 Citations
8,455 Views
9 Pages

Simplified Method to Estimate the Moment Capacity of Circular Columns Repaired with UHPC

  • Mahsa Farzad,
  • Siavash Rastkar,
  • Amir Sadeghnejad and
  • Atorod Azizinamini

Ultra high-performance concrete (UHPC) application, to enhance the mechanical strength of axially loaded reinforced concrete bridge substructure elements, was proposed and investigated in an earlier study. The results recommended that depending on th...

  • Article
  • Open Access
7 Citations
5,437 Views
17 Pages

Probabilistic Identification of Seismic Response Mechanism in a Class of Similar Arch Dams

  • M. A. Hariri-Ardebili,
  • M. Heshmati,
  • P. Boodagh and
  • J. W. Salamon

Different numerical models have been proposed for seismic analysis of concrete dams by taking into account the nonlinear behavior of concrete and joints; interaction between the dam, foundation, and reservoir; and other seismic hazard considerations....

  • Article
  • Open Access
15 Citations
8,479 Views
14 Pages

A Failure Risk-Based Culvert Renewal Prioritization Framework

  • Kalyan R. Piratla,
  • He Jin and
  • Sepideh Yazdekhasti

Transportation agencies are currently challenged to keep up with culvert infrastructure that is rapidly deteriorating due to lack of adequate maintenance and capital improvement. It is imperative for the transportation agencies to identify and rehabi...

  • Article
  • Open Access
25 Citations
7,166 Views
16 Pages

The bottom flanges of steel plate girder bridges can be considered fracture-critical elements depending on the number of girders and bridge configuration. For such cases, it is required that inspection of these bridges be carried out using costly &ld...

  • Article
  • Open Access
9 Citations
6,636 Views
16 Pages

A trend towards performance-based contracting (PBC) can be observed in public infrastructure maintenance. PBC is an approach of tying the contractor’s payment to specified performance. We investigated PBC for the maintenance of highways and roa...

  • Article
  • Open Access
5,280 Views
15 Pages

With many lives lost every year in crashes, highway traffic safety is a major concern. With 93% of crashes being contributed to by roadway users’ poor behaviors, one of the most effective ways to improve highway traffic safety is to improve the...

  • Article
  • Open Access
28 Citations
15,577 Views
20 Pages

Analysis of Pedestrian Crossing Speed and Waiting Time at Intersections in Dhaka

  • Niaz Mahmud Zafri,
  • Atikul Islam Rony and
  • Neelopal Adri

Pedestrian crossing speed and waiting time are critical parameters for designing traffic signals and ensuring pedestrian safety. This study aimed to carry out microscopic level research on pedestrian crossing speed and waiting time at intersections i...

  • Article
  • Open Access
16 Citations
9,023 Views
28 Pages

Towards a Comprehensive Framework for Climate Change Multi-Risk Assessment in the Mining Industry

  • Evangelos Mavrommatis,
  • Dimitris Damigos and
  • Sevastianos Mirasgedis

Changing climate conditions affect mining operations all over the world, but so far, the mining sector has focused primarily on mitigation actions. Nowadays, there exists increasing recognition of the need for planned adaptation actions. To this end,...

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Infrastructures - ISSN 2412-3811