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Infrastructures, Volume 6, Issue 12

2021 December - 18 articles

Cover Story: Pipelines are a safe, reliable, and environmentally friendly way of transporting liquids and gas. They are sometimes exposed to ground movements resulting from landslides or earthquakes. This paper evaluates the performance of small diameter (42 mm) medium density polyethylene (MDPE) pipes buried in loose sand under axial relative ground movement. In this research, full-scale laboratory tests were conducted to investigate the responses of buried pipes under various rates of relative axial displacement. Finite element modeling of the tests was used to interpret the observed behavior using the continuum mechanics framework. The overall analysis of the results shows that a rate-dependent interface friction angle could be used to calculate the maximum pulling forces using the conventional design guidelines for the pipes in loose sand. View this paper.
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Articles (18)

  • Article
  • Open Access
11 Citations
3,665 Views
13 Pages

The study aims to develop a reliable model using gene-expression programming (GEP) technique for estimating the unconfined compressive strength (UCS) of soil stabilization by cement and fly ash. The model considered the effects of several parameters,...

  • Article
  • Open Access
14 Citations
4,489 Views
20 Pages

Public transportation has been encouraged as a significant solution to overcome traffic congestion. An advanced technology, known as advanced public transport system (APTS), was introduced to enhance the effectiveness of public transportation. To sup...

  • Article
  • Open Access
4 Citations
3,755 Views
18 Pages

Permanent deformation or rutting is a major mode of failure in Hot Mix Asphalt (HMA) pavements. The binder used in the asphalt mixture plays an important role in the rutting resistance performance of the mixture. Currently, the Superpave rutting para...

  • Article
  • Open Access
15 Citations
5,930 Views
21 Pages

Urban pickup and delivery (PUD) activities are important for logistics operations. Real operations for general freight involve a high degree of complexity due to daily variability. Discrete-event simulation (DES) is a method that can mimic real opera...

  • Article
  • Open Access
7 Citations
3,881 Views
14 Pages

Static and Impact Response of a Single-Span Stone Masonry Arch

  • Bora Pulatsu,
  • Semih Gonen and
  • Paulo B. Lourenço

Unreinforced masonry structures are susceptible to man-made hazards such as impact and blast loading. However, the literature on this subject mainly focuses on masonry wall behavior, and there is a knowledge gap about the behavior of masonry arches u...

  • Article
  • Open Access
12 Citations
7,990 Views
16 Pages

This paper is a literature review focused on permeable pavements and especially the permeable subbase material. Run-off water from the surface is traditionally let through a drainage system, and the roads are kept dry. Due to climate changes, heavy p...

  • Review
  • Open Access
15 Citations
6,943 Views
19 Pages

The current understanding of critical health infrastructure resilience is still dominated by a technical perspective. Reality however is different, as past events including the COVID-19 pandemic have revealed: emergency situations are only rarely exc...

  • Review
  • Open Access
77 Citations
10,822 Views
18 Pages

Application of Digital Image Correlation in Structural Health Monitoring of Bridge Infrastructures: A Review

  • Mohammed Abbas Mousa,
  • Mustafasanie M. Yussof,
  • Ufuoma Joseph Udi,
  • Fadzli Mohamed Nazri,
  • Mohd Khairul Kamarudin,
  • Gerard A. R. Parke,
  • Lateef N. Assi and
  • Seyed Ali Ghahari

A vision-based approach has been employed in Structural Health Monitoring (SHM) of bridge infrastructure. The approach has many advantages: non-contact, non-destructive, long-distance, high precision, immunity from electromagnetic interference, and m...

  • Article
  • Open Access
11 Citations
4,340 Views
14 Pages

Analysis of Pedestrians’ Perceptions about the Design Aspects of Crossing Facilities: A Case in Nizwa, Oman

  • Muhammad Ashraf Javid,
  • Mashood Khalid,
  • Nazam Ali,
  • Tiziana Campisi,
  • Antonino Canale and
  • Suniti Suparp

This study aims to identify the key factors in pedestrians’ intentions when using crossing facilities. For this purpose, a comprehensive questionnaire was designed and conducted at selected locations in Nizwa city. The main investigated variabl...

  • Article
  • Open Access
15 Citations
4,842 Views
18 Pages

Structural Performance Assessment of Airfield Concrete Pavements Based on Field and Laboratory Data

  • Konstantinos Gkyrtis,
  • Angeliki Armeni,
  • Christina Plati and
  • Andreas Loizos

Maintenance interventions and rehabilitation actions in airfield pavements are time-consuming and adversely affect pavements’ serviceability (i.e., airport closures), with a profound impact on the airport economics. Once a pavement is construct...

  • Article
  • Open Access
15 Citations
5,893 Views
16 Pages

A crucial step in measuring the resilience of railway infrastructure is to quantify the extent of its vulnerability to natural hazards. In this paper, we analyze the vulnerability of the German railway network to four types of natural hazards that re...

  • Article
  • Open Access
9 Citations
3,934 Views
20 Pages

This paper investigates the seismic behavior of a class of mixed reinforced concrete-steel buildings. In particular, mixed buildings constructed by r/c (reinforced concrete) at their lower story(ies) and structural steel at their upper story(ies) are...

  • Article
  • Open Access
14 Citations
4,454 Views
16 Pages

On the Effectiveness of Vibration-Based Monitoring for Integrity Management of Prestressed Structures

  • Marco Andrea Pisani,
  • Maria Pina Limongelli,
  • Pier Francesco Giordano and
  • Mattia Palermo

In this paper, the effectiveness of vibration-based tests for the detection of damages for prestressed concrete beams is investigated. Despite large research efforts, discrepant and sometimes contradicting conclusions have been drawn regarding the ef...

  • Article
  • Open Access
4 Citations
3,698 Views
14 Pages

Small diameter (42 mm) medium density polyethylene (MDPE) pipes are widely used in the gas distribution system in Canada and other countries. They are sometimes exposed to ground movements resulting from landslides or earthquakes. The current design...

  • Article
  • Open Access
8 Citations
5,584 Views
15 Pages

Urban activities, such as transportation, are responsible for a large portion of energy-related CO2 emissions. As the need for sustainable urban development increases, decision-makers embrace Life Cycle Assessment (LCA) as a reliable tool capable of...

  • Article
  • Open Access
17 Citations
3,449 Views
13 Pages

To facilitate the establishment of the probabilistic model for quantifying the vulnerability of coastal bridges to natural hazards and support the associated risk assessment and mitigation activities, it is imperative to develop an accurate and effic...

  • Article
  • Open Access
7 Citations
4,395 Views
18 Pages

This paper examines the role of regional airports in regional and municipal crisis preparedness based on evidence from a case study in Sweden. During the summer of 2018, Sweden experienced some of the most extensive wildfires in modern time. Aerial s...

  • Article
  • Open Access
6 Citations
4,755 Views
15 Pages

Strength Enhancement of Interlocking Hollow Brick Masonry Walls with Low-Cost Mortar and Wire Mesh

  • Panuwat Joyklad,
  • Nazam Ali,
  • Muhammad Usman Rashid,
  • Qudeer Hussain,
  • Hassan M. Magbool,
  • Amr Elnemr and
  • Krisada Chaiyasarn

Cement–clay Interlocking Hollow Brick Masonry (CCIHBM) walls are characterized by poor mechanical properties of bricks and mortar. Their performance is observed to be unsatisfactory under both gravity and seismic loads. There is an urgent need...

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Infrastructures - ISSN 2412-3811