Open Access. Powered by Scholars. Published by Universities.®

Civil Engineering Commons™

Open Access. Powered by Scholars. Published by Universities.®

11,805 Full-Text Articles 15,848 Authors 9,885,256 Downloads 147 Institutions

All Articles in Civil Engineering

Faceted Search

11,805 full-text articles. Page 129 of 411.

Development And Testing Of A Deployable Double Layer Tensegrity Grid, Michael Quilligan, Valentin Gomez-Jauregui, Cristina Manchado, Cesar Otero 2020 School of Engineering, University of Limerick, Limerick, Ireland

Development And Testing Of A Deployable Double Layer Tensegrity Grid, Michael Quilligan, Valentin Gomez-Jauregui, Cristina Manchado, Cesar Otero

Civil Engineering Research in Ireland 2020

Tensegrity is a structural principle based on the use of isolated or contiguous pin jointed components in compression inside a net of continuous tension. Although the concept has been studied for many decades, relatively few examples of tensegrity structures have been used for civil engineering purposes.


Reinforcement Of Timber Elements In Compression Perpendicular To The Grain Using Compressed Wood Dowels, Michael Conway, Conan O'Ceallaigh, Sameer Mehra, Annette M. Harte 2020 Collage of Science and Engineering & Ryan Institute, National University of Ireland Galway, University Road, Galway, Ireland

Reinforcement Of Timber Elements In Compression Perpendicular To The Grain Using Compressed Wood Dowels, Michael Conway, Conan O'Ceallaigh, Sameer Mehra, Annette M. Harte

Civil Engineering Research in Ireland 2020

In the past decade, there has been an increased focus on the environmental impacts of construction and a movement towards more sustainable construction products. Timber is one such sustainable product that can achieve these environmental targets but, while timber has a high strength-to-weight ratio parallel to the grain, it demonstrates poor strength perpendicular to the grain. As a result, stress perpendicular to the grain is an important factor in the design of timber structures, especially in areas of concentrated loading, such as supports. This paper describes a study, which examines the use of compressed wood dowels as a sustainable alternative …


An Evaluation Of Design Issues Identified During Reviews Of Structural Designs Of Buildings From 2015 To 2020, Patrick Crean, Richard Osborne 2020 School of Civil and Structural Engineering, Technological University Dublin, Bolton St., Dublin 1, Ireland

An Evaluation Of Design Issues Identified During Reviews Of Structural Designs Of Buildings From 2015 To 2020, Patrick Crean, Richard Osborne

Civil Engineering Research in Ireland 2020

A recent study on failures of structures in Ireland indicated that approximately 40% could be apportioned to designer error. A 2019 report into recent structural cracking of a high-rise building in Sydney Australia recommended that Independent third party checking by a Chartered Engineer should be a requirement on all major projects prior to construction. The report also stated that the critical elements of the design on these projects should be identified. It is obvious that a certain percentage of buildings constructed each year contain design flaws and only a small proportion of these ever result in a failure. However there …


A Review Of The Engineering Constraints And Project Management Challenges Involved In Utilising Scot’S Church As A Heritage Asset Through Responsible Adaptive Reuse And Conservation Strategies, Óisín Smith 2020 School of Engineering, Trinity College, University of Dublin

A Review Of The Engineering Constraints And Project Management Challenges Involved In Utilising Scot’S Church As A Heritage Asset Through Responsible Adaptive Reuse And Conservation Strategies, Óisín Smith

Civil Engineering Research in Ireland 2020

In the field of structural building, there has been a rising popularity in adaptive reuse of older structures, which stems from a variety of stimuli. Apart from preserving built heritage, providing old buildings with new functions promotes sustainability while preventing and containing urban sprawl. Target 11.4 of the United Nation’s Sustainable Development Goals Agenda 2030 explicitly outlines that “more efforts to protect and safeguard the world’s cultural and natural heritage” are required. In order to valorise and regenerate obsolescent structures, intervention is often required. The dissertation provides a comprehensive overview of conservation engineering and demonstrates the importance of an engineer’s …


Potential Of A Low-Calcium Fly Ash (Fa) For The Production Of Alkali-Activated Materials., Omar Alelweet, Sara Pavia 2020 Dept of Civil Engineering, Trinity College Dublin, Dublin, Ireland

Potential Of A Low-Calcium Fly Ash (Fa) For The Production Of Alkali-Activated Materials., Omar Alelweet, Sara Pavia

Civil Engineering Research in Ireland 2020

Coal-FA from power stations is an industrial waste abundantly produced in the world. FA can be used as a silicate precursor, and activated with an alkali-metal source to produce alkali-activated materials (AAMs). AAMs are more sustainable than other traditional products, as the use of waste for their production, reduces carbon emissions, and raw materials and energy consumption. This paper studies the properties, composition and reactivity of an Irish FA to establish its potential for the production of AAMs. The results clearly evidenced that the FA is reactive. It is ultrafine, it has a high specific surface area and is partially …


Maximising The Potential Use Of Ground Granulated Blast-Furnace Slag (Ggbs) In Cement: An Irish Investigation, Brendan Higgins, Michael Curran, John P. Spillane 2020 School of Engineering, Schrodinger Building, University of Limerick, Limerick, Ireland

Maximising The Potential Use Of Ground Granulated Blast-Furnace Slag (Ggbs) In Cement: An Irish Investigation, Brendan Higgins, Michael Curran, John P. Spillane

Civil Engineering Research in Ireland 2020

The production of cement is estimated to account for around 8% of carbon dioxide (CO2) emissions worldwide, and the Irish construction industry yields fifteen million tonnes of CO2 annually. Measures must be employed to reduce these emissions by incorporating less CO2 intensive admixtures such as blast-furnace slag, however, the Irish construction industry can often be resistant to change. Therefore, this study aims to investigate the potential implementation of ground granulated blast-furnace slag (GGBS) into the use of cement in Ireland, on the basis of maximisation over optimisation. This research is based on the hypothesis that if GGBS produces drastically less …


Durability And Sustainability Of Pavement Quality Concrete In Airfields, Aidan Fogarty, Mark Richardson 2020 Ecocem Ireland Limited, Block F1, Eastpoint Business Part, Dublin 3, D03 E0C0, Ireland

Durability And Sustainability Of Pavement Quality Concrete In Airfields, Aidan Fogarty, Mark Richardson

Civil Engineering Research in Ireland 2020

Direct emissions from the aviation industry accounts for 2% of global emissions. If global aviation was a country it would be in the top 10 emitters. The International Civil Aviation Organization (ICAO) forecasts that emissions could grow by a further 300-700% by 2050. In 2010 global cement manufacture released 3270 million metric tonnes of CO2 into our atmosphere. In 2020 that amount is estimated to be 4370 million metric tonnes of CO2. This will account for around 8% of global CO2. Replacing Portland cement with 70% GGBS in concrete reduces the carbon footprint associated with the cement content in concrete. …


Preliminary Investigation On The Use Of Dolomitic Quarry By-Product Powders In Grout For Self-Compacting Concrete Applications, Ahmed Abdalqader, Katrina Wilson, Neil Thornton, Kieran McHugh, Mohammed Sonebi, Su Taylor 2020 School of Natural and Built Environment, Queens University Belfast, Belfast, Northern Ireland; Tracey Concrete Ltd, Old Rossorry, Sligo Road, Enniskillen BT74 7LF, Northern Ireland

Preliminary Investigation On The Use Of Dolomitic Quarry By-Product Powders In Grout For Self-Compacting Concrete Applications, Ahmed Abdalqader, Katrina Wilson, Neil Thornton, Kieran Mchugh, Mohammed Sonebi, Su Taylor

Civil Engineering Research in Ireland 2020

Self-compacting concrete (SCC) flows under its own weight without requiring external vibration for compaction. This is very useful in applications where normal vibrated concrete cannot be used such as narrow forms and reinforcement congested members. To attain the self-compacting property, it is required that the concrete have adequate viscosity, high deformability and high resistance to segregation. This is can be achieved by adding mineral admixtures (fillers) and/or viscosity modifying agents (VMAs). The former is the main practice in Europe and processed limestone powder is the most commonly used filler in the production of SCC. However, the quarrying process of the …


Thermodynamic Cement Hydration Modelling Using Hydcem, Niall Holmes, Denis Kelliher, Mark Tyrer 2020 School of Surveying & Construction Management, Technological University Dublin, Bolton Street, Dublin 1

Thermodynamic Cement Hydration Modelling Using Hydcem, Niall Holmes, Denis Kelliher, Mark Tyrer

Civil Engineering Research in Ireland 2020

Thermodynamics have been successfully applied to the field of cement hydration science to predict the formation of phase assemblages and pore solution chemistry. For any cement hydration model to be accepted, it must provide accurate forecasts of which solids may form and how the cement will dissolve over time. This is particularly important for the ongoing development of new sustainable cements and understanding their hydration behaviour in service.


Predicting Mortar Compressive Strength Using Hydcem, Ewoma Ogoro, Niall Holmes, Denis Kelliher, Mark Tyrer 2020 School of Civil & Structural Engineering, Technological University Dublin, Ireland

Predicting Mortar Compressive Strength Using Hydcem, Ewoma Ogoro, Niall Holmes, Denis Kelliher, Mark Tyrer

Civil Engineering Research in Ireland 2020

The compressive strength of mortar is a significant property that will influence its performance in concrete or masonry. Being able to accurately model and predict the mortar compressive strength would be of great benefit to suppliers and end users alike that could possibly reduce the need for multiple physical testing.


Computational Modelling Of Next Generation Materials For Steel Catenary Risers In The Offshore Industry, Padraic O'Donoghue, Ronan Devaney, Seán B. Leen 2020 School of Engineering, National University of Ireland, Galway, Galway, Ireland

Computational Modelling Of Next Generation Materials For Steel Catenary Risers In The Offshore Industry, Padraic O'Donoghue, Ronan Devaney, Seán B. Leen

Civil Engineering Research in Ireland 2020

Production risers are used to conduct oil or gas from the wellhead to an offshore production facility. Due to technical challenges with flexible marine pipe at large depths, there has been a move to steel catenary risers (SCRs) in recent years, due to the availability of high strength low alloy (HSLA) steels, such as bainitic X100. HSLA steels make SCRs a viable option for deep water due to the reduction in complexity and hence cost, compared to flexible pipes. However fatigue response is an important factor in their design, particularly in the vicinity of welded connections.


Fish Farm Monitoring For Blue Growth, Vikram Pakrashi, Wenliang Qiu, Michael O'Byrne, Paul Cahill, Basuraj Bhowmik, Bidisha Ghosh 2020 Dynamical Systems and Risk Laboratory, School of Mechanical and Materials Engineering, University College Dublin

Fish Farm Monitoring For Blue Growth, Vikram Pakrashi, Wenliang Qiu, Michael O'Byrne, Paul Cahill, Basuraj Bhowmik, Bidisha Ghosh

Civil Engineering Research in Ireland 2020

Fish farms are structures which require unique monitoring. There are problems related to marine growth and overloading, along with breaks in nets. These can lead to damage in fish or attacks of worms, which in turn is responsible for loss of fish. Such loss can be extremely expensive.


Instrumented Trains As A Probe For Structural Health Monitoring Of Railway Infrastructure, Vikram Pakrashi, Claire McGeown, Rohit Chawla, David Hester, Alexandra Micu, Eugene O'Brien 2020 Dynamical Systems and Risk Laboratory, School of Mechanical and Materials Engineering, University College Dublin

Instrumented Trains As A Probe For Structural Health Monitoring Of Railway Infrastructure, Vikram Pakrashi, Claire Mcgeown, Rohit Chawla, David Hester, Alexandra Micu, Eugene O'Brien

Civil Engineering Research in Ireland 2020

Railway infrastructure throughout the world is degrading and the Structural Health Monitoring (SHM) of this infrastructure can be effective. As a part of INTERREG project SIRMA, it is being investigated in instrumented trains can be used as a moving sensor for SHM of bridges and rail lines. Off-the-shelf calibrated sensors will be connected to trains and the instrumentation regime will be decided based on each SHM need. Output-only algorithms for anomaly detection and system identification will be implemented. Damage Sensitive Features (DSF) will be investigated to assess the best markers for the proposed SHM. A combined set of instrumentation and …


Implementation Of A Low-Cost Rtk Positioning System For Drone-Assisted Structural Inspections, Aidan Keaveney, Patrick McGetrick 2020 Department of Civil Engineering, National University of Ireland Galway, Galway, Ireland

Implementation Of A Low-Cost Rtk Positioning System For Drone-Assisted Structural Inspections, Aidan Keaveney, Patrick Mcgetrick

Civil Engineering Research in Ireland 2020

Technological developments of unmanned aerial vehicles (UAVs) have been rapid and significant in recent years, and thus the scope of use has increased across a broad spectrum of industries, including the fields of structural and civil engineering. A key part of structural engineering is ensuring that a structure can be inspected during its service life to determine if there is any defect that could diminish its structural integrity. In practice, the procedures involved in such inspections to locate defects can be dangerous, time consuming and expensive to conduct. The aim of this study is to establish a system that is …


Environmental Impact On Corrosion Rates Of Steel Piles Employed In Marine Environment, Rebecca Galvin, Ciaran Hanley, Kieran Ruane, John J. Murphy, Vesna Jaksic 2020 Malachy Walsh and Partners, Park House, Bessboro Rd, Mahon, Cork, Ireland; Department of Civil, Structural and Environmental Engineering, Cork Institute of Technology, Cork, Ireland

Environmental Impact On Corrosion Rates Of Steel Piles Employed In Marine Environment, Rebecca Galvin, Ciaran Hanley, Kieran Ruane, John J. Murphy, Vesna Jaksic

Civil Engineering Research in Ireland 2020

Steel piles employed in a marine environment will deteriorate over their lifetime owing to corrosive effects of the sea. The focus of this research are the causes, effects, and magnitude of the corrosion of steel piles, supporting an on shore jetty. The governing codes of practice in Ireland for designing steel piles are: (i) European Standard I.S. EN 1993-5 – Eurocode 3: Design of steel structures - Part 5: Piling, and (ii) I.S. EN 1993-1-1 – Eurocode 3: Design of steel structures - Part 1-1: General rules and rules for buildings. These codes are discussed, including all aspects of the …


Developing A Common Framework For A Bridge Management System At National Level, Thomas Neeson, Myra Lydon, Kristopher Campbell, Nicola Ann Stevens, Adelle Marshall, Aleksander Novakovic 2020 Department for Infrastructure, Belfast, Northern Ireland

Developing A Common Framework For A Bridge Management System At National Level, Thomas Neeson, Myra Lydon, Kristopher Campbell, Nicola Ann Stevens, Adelle Marshall, Aleksander Novakovic

Civil Engineering Research in Ireland 2020

Transport infrastructure is directly impacted by climate change as extreme weather conditions account for 10-35% of delays/service interruptions to road and rail infrastructure. The current reactive method of maintaining bridges within these infrastructure systems results in a lack of contingency capacity and ultimately a reduced ability to adapt to uncertain future needs. To allow infrastructure providers to prepare for future events, there is a need to develop asset management systems (AMS) with embedded decision-making support which considers factors such as climate change and population growth. A National approach would enable strategic risk assessment to mitigate the consequences of climate change …


Conversion Of Legacy Inspection Data To Bridge Condition Index (Bci) To Establish Baseline Deterioration Condition History For Predictive Maintenance Models., Nicola Ann Stevens, Myra Lydon, Kristopher Campbell, Thomas Neeson, Adelle Marshall, S. E. Taylor 2020 School of Natural and Built Environment, Queens University, Belfast

Conversion Of Legacy Inspection Data To Bridge Condition Index (Bci) To Establish Baseline Deterioration Condition History For Predictive Maintenance Models., Nicola Ann Stevens, Myra Lydon, Kristopher Campbell, Thomas Neeson, Adelle Marshall, S. E. Taylor

Civil Engineering Research in Ireland 2020

Bridge Management Systems (BMS) have been introduced across the world with the goal of aiding the decisions regarding maintenance, rehabilitation and replacement (MR&R) of bridges. Deterioration modelling is the most important part of the BMS because the ability to predict the future condition is vital as it will determine the quality of the decisions made. Markovian-based models are the most common predictive maintenance tool utilised in existing BMS, by obtaining probabilities of transition of bridge condition from one state to another based on historic bridge inspection data. Prior to the introduction of the Bridge Condition Index (BCI) the use of …


A Review Of The Data Held On 3,437 Masonry Arch Bridges In Northern Ireland, Kristopher Campbell, Nicola Ann Stevens, Myra Lydon, Thomas Neeson, Su Taylor, Alan O'Connor 2020 Department for Infrastructure, Belfast, Northern Ireland

A Review Of The Data Held On 3,437 Masonry Arch Bridges In Northern Ireland, Kristopher Campbell, Nicola Ann Stevens, Myra Lydon, Thomas Neeson, Su Taylor, Alan O'Connor

Civil Engineering Research in Ireland 2020

Queens University of Belfast and the Department for Infrastructure (DfI), who are the local road authority in Northern Ireland, have undertaken a joint project to develop a new bridge management system to cover the inspection and maintenance of DfI bridges and associated structures. An initial review of the asset data held by DfI, including bridge properties and current and legacy inspection data has been undertaken for the entire network. This paper primarily focuses on 3,437 masonry arch bridges which make up nearly 53% of the total bridge stock in NI. It presents data which has been classified into groups in …


Caha Tunnel Rock Repairs And Improvements Including Non-Destructive Testing, Roy Costello, Liam Duffy 2020 RPS Group Ltd., Innishmore, Ballincollig, Cork, Ireland

Caha Tunnel Rock Repairs And Improvements Including Non-Destructive Testing, Roy Costello, Liam Duffy

Civil Engineering Research in Ireland 2020

This paper describes Caha Tunnel, a 180m long rock tunnel of siltstone and sandstone formation located along the N71 between Kenmare, Co. Kerry and Glengarriff Co. Cork. The tunnel was formed in the mid-19th century through blasting methods, thus giving it its inhomogeneous cross-sectional shape throughout and exposing the natural face of the rock. In recent years there has been numerous reports of rock falls within the tunnel which is causing uncertainty of the safety of the tunnel amongst road users. Calls for rehabilitation works are sought amongst the public to ensure the long-term safety of the tunnel is provided …


Hydraulics Of Scour In The Vicinity Of A Flexiarch Bridge, Prabuddha Sathurusinghe, Gerard Hamill, Su Taylor, Desmond Robinson 2020 School of Natural and Built Environment, Queen's University Belfas

Hydraulics Of Scour In The Vicinity Of A Flexiarch Bridge, Prabuddha Sathurusinghe, Gerard Hamill, Su Taylor, Desmond Robinson

Civil Engineering Research in Ireland 2020

Floods and scour are major causes of failure of bridges and with the increase in short-duration and high intensity rainfall events the occurrence of such failures is increasing. While standard free flow scour at bridge piers is an extensively researched area, the increased scour that occurs when the upstream water level is at or above the crown of an arch bridge (pressure-flow scour) is comparatively less well studied. As the frequency and magnitudes of floods increase, more bridges may be at a higher risk of being subject to pressure-flow scour. A modern masonry arch bridge system called the ‘FlexiArch’, that …


Digital Commons powered by bepress