Technical Expertise

Multidisciplinary teams comprising of specialists across ten industry sectors, we have the expertise necessary to grapple with challenging assignments.



Commitment to Clients

Our business is built on relationships, and our clients will always be our top priority.

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Featured Project

Silvertown Tunnel London UK

Silvertown Tunnel
One of the largest engineering projects in the world.

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Who We Are

International Award-Winning Engineering Consultants who deliver ground breaking solutions at the forefront of industry best practice.

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Our Regions

Carbon Reduction Plan

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Our Commitment to Net Zero
ByrneLooby is committed to becoming a net zero engineering consultancy by 2040

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Stay Up-to-date

Stay on top of the latest developments, appointments, awards and more across all our offices.

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Featured News

Irish Concrete Society 40th Annual Awards

Irish Concrete Society 40th Annual Awards

ByrneLooby Celebrates Highly Commended Award for  contribution to the Blanchardstown Regional Drainage Scheme


Investing In Our People

Cultivating a culture in which individual differences and the contributions of our staff are recognised and valued.

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Our EDI Policy

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Celebrating People
Fostering a culture where you are encouraged to be yourself.

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International Presence

Multidisciplinary team comprising of specialists across Ireland, UK and the Middle East.

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Titanic Building

Titanic Building

The new Titanic building is a focal point in Belfast’s Titanic Quarter. The building’s distinctive design draws on the city’s shipbuilding heritage and is a new Belfast landmark. The 14,000sq.m structure accommodates nine galleries, a theatre and conference facilities. The building was officially opened in 2012 to mark the centenary of the ship’s maiden voyage. In 2016 Titanic Belfast was awarded the prestigious title of World’s Leading Tourist Attraction.

Titanic Building

Our Role

ByrneLooby provided specialist geotechnical design services for the deep basement for this project. The site is located in challenging terrain consisting of made ground overlying 5m of Belfast sleech. Our design to facilitate the 7m deep basement excavation and building foundations consisted of an embedded secant pile retaining wall, load bearing piles and temporary propping. Conscious of program requirements, we developed a scheme which required only one row of temporary support, greatly accelerating the construction time for the substructure.

Our Role