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Infrastructures, Volume 9, Issue 2

2024 February - 19 articles

Cover Story: Research on roller-compacted concrete (RCC) pavements focuses on their progressive deterioration influenced by vehicular loads and ambient factors such as relative humidity and temperature, which vary with geographic location. This study examines the effect of drying shrinkage under vehicular loads using a computational model calibrated with typical ambient conditions. Laboratory experiments and numerical modeling were conducted, and statistical analyses validated these results. The importance of considering ambient effects in the structural design of pavements is highlighted, demonstrating that these can alter pavement stresses by up to 10% and underlining the significance of the proposed models for predicting the durability and performance of RCC pavements. View this paper
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Articles (19)

  • Article
  • Open Access
2 Citations
3,436 Views
29 Pages

Road safety is a central issue in the management and development of a road network. Road agencies must try to identify the most dangerous sections of their network and act on them to improve safety. The most used procedure for this purpose is about c...

  • Article
  • Open Access
26 Citations
6,988 Views
20 Pages

Asphalt pavements are subject to regular inspection and maintenance activities over time. Many techniques have been suggested to evaluate pavement surface conditions, but most of these are either labour-intensive tasks or require costly instruments....

  • Article
  • Open Access
14 Citations
5,291 Views
25 Pages

Investigation of Subgrade Stabilization Life-Extending Benefits in Flexible Pavements Using a Non-Linear Mechanistic-Empirical Analysis

  • Ali Reza Ghanizadeh,
  • Mandana Salehi,
  • Anna Mamou,
  • Evangelos I. Koutras,
  • Farhang Jalali and
  • Panagiotis G. Asteris

This paper investigates the effect of subgrade soil stabilization on the performance and life extension of flexible pavements. Several variables affecting soil stabilization were considered, including subgrade soil type (CL or CH), additive type and...

  • Article
  • Open Access
3 Citations
3,944 Views
22 Pages

This paper aims to contribute to the process of evaluating urban rail infrastructure projects through the presentation of the methodology and the results of a preliminary feasibility study concerning the revitalization, development, and (re)integrati...

  • Article
  • Open Access
3 Citations
2,859 Views
13 Pages

A Method for Measuring the Mass of a Railroad Car Using an Artificial Neural Network

  • Mark A. Denisenko,
  • Alina S. Isaeva,
  • Alexander S. Sinyukin and
  • Andrey V. Kovalev

The fast, convenient, and accurate determination of railroad cars’ load mass is critical to ensure safety and allow asset counting in railway infrastructure. In this paper, we propose a method for modeling the mechanical deformations that occur...

  • Article
  • Open Access
24 Citations
8,765 Views
16 Pages

This paper summarizes the lessons learned after several decades of exploring and applying Structural Health Monitoring (SHM) in operating bridge structures. The challenges in real-time imaging and processing of large amounts of sensor data at various...

  • Article
  • Open Access
4 Citations
3,358 Views
13 Pages

Fatigue Characteristics of Steel–Concrete Composite Beams

  • Ayman El-Zohairy,
  • Hani Salim,
  • Hesham Shaaban and
  • Mahmoud T. Nawar

Fatigue in steel–concrete composite beams can result from cyclic loading, causing stress fluctuations that may lead to cumulative damage and eventual failure over an extended period. In this paper, the experimental findings from fatigue loading...

  • Article
  • Open Access
25 Citations
3,441 Views
15 Pages

In the process of driving in an underground interchange, drivers are faced with many challenges, such as being in a closed space, visual changes alternating between light and dark conditions, complex road conditions in the confluence section, and den...

  • Article
  • Open Access
2 Citations
2,897 Views
11 Pages

The need to incorporate sustainability principles and practices is increasing for environmental and economic reasons. It is imperative to identify and operationalize sustainability strategies into core administrative, planning, design, construction,...

  • Article
  • Open Access
9 Citations
3,034 Views
24 Pages

This study aimed to evaluate the effectiveness of a novel concrete-encased column (CE) using small circular steel tubes filled with cementitious grouting material (GFST) as the primary reinforcement instead of traditional steel bars. The research inv...

  • Article
  • Open Access
7 Citations
4,282 Views
16 Pages

Exploring the Efficacy of Amine-Free Anti-Stripping Agent in Improving Asphalt Characteristics

  • Zaid Hazim Al-Saffar,
  • Heja Ghazi Mohamed Hasan and
  • Salam Ridha Oleiwi Aletba

This research addresses the significant challenge posed by early water damage in highway asphalt pavement, a critical concern affecting pavement service performance. To counteract this issue, the utilization of anti-stripping agents in asphalt is exp...

  • Article
  • Open Access
15 Citations
7,653 Views
22 Pages

Identification and Ranking of Factors Affecting the Delay Risk of High-Rise Construction Projects Using AHP and VIKOR Methods

  • Mehran Vahedi Nikbakht,
  • Mohammad Gheibi,
  • Hassan Montazeri,
  • Reza Yeganeh Khaksar,
  • Reza Moezzi and
  • Amir Vadiee

Construction projects, especially those for commercial purposes, require thorough planning and control to ensure success within predetermined budgets and timelines. This research, conducted in Mashhad, Iran, employs the analytic hierarchy process (AH...

  • Technical Note
  • Open Access
2 Citations
4,293 Views
22 Pages

A rock-filled concrete (RFC) dam is an original dam construction technology invented in China nearly 20 years ago. The technology has been continuously improved and innovated upon, and the accumulated rich practical experience gradually formed a comp...

  • Article
  • Open Access
5 Citations
4,245 Views
26 Pages

Roller-compacted concrete (RCC) pavements have been the subject of studies focused on their increasing deterioration over time due to the influence of vehicular loading and ambient factors in humidity and temperature conditions ranging from medium to...

  • Article
  • Open Access
2 Citations
4,063 Views
23 Pages

Airport pavements have always evolved to keep pace with the demands of new aircraft. As aircraft weights and tyre pressures increase, stronger, new pavements are designed and existing pavements are rehabilitated or upgraded. The narrow-body commercia...

  • Article
  • Open Access
6 Citations
4,074 Views
16 Pages

Temperature is the main driver of bridge response. It is continuously applied and may have complex distributions across the bridge. Daily temperature loads force bridges to undergo deformations that are larger than or equal to peak-to-peak traffic lo...

  • Article
  • Open Access
1 Citations
3,255 Views
18 Pages

Exploring the Effect of Near-Field Ground Motions on the Fragility Curves of Multi-Span Simply Supported Concrete Girder Bridges

  • Hassan Soltanmohammadi,
  • Mohammadreza Mashayekhi,
  • Mohammad Mahdi Memarpour,
  • Denise-Penelope N. Kontoni and
  • Masoud Mirtaheri

Investigating the impact of near-field ground motions on the fragility curves of multi-span simply supported concrete girder bridges is the main goal of this paper. Fragility curves are valuable tools for evaluating seismic risks and vulnerabilities...

  • Article
  • Open Access
2 Citations
2,701 Views
24 Pages

The “M and P” Technique for Damage Identification in Reinforced Concrete Bridges

  • Athanasios Bakalis,
  • Triantafyllos Makarios and
  • Vassilis Lekidis

The seismic damage in reinforced concrete bridges is identified in this study using the “M and P” hybrid technique initially developed for planar frames, where M signifies “Monitoring” and P denotes “Pushover analysis&rd...

  • Article
  • Open Access
1 Citations
4,108 Views
19 Pages

Durability, Capillary Rise and Water Absorption Properties of a Fiber-Reinforced Cement-Stabilized Fly Ash–Stone Dust Mixture

  • Sanjeeb Kumar Mohanty,
  • Nirmal Kumar Pandit,
  • Pawan Kumar Sah,
  • Niraj Mahaseth,
  • Rajesh Yadav,
  • Dipti Ranjan Biswal,
  • Benu Gopal Mohapatra,
  • Brundaban Beriha,
  • Ramachandra Pradhan and
  • Sujit Kumar Pradhan

The management of unutilized fly ash poses challenges due to concerns about storage and its potential groundwater contamination. Within the road industry, where the bulk utilization of fly ash is feasible, its unsuitability for use in the base and su...

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Infrastructures - ISSN 2412-3811