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June 11, 2026
120-Year Stability with Passive Anchors at Canal Rd
July 29, 2026Beauly–Denny Overhead Line Upgrade Project
Micropile Innovation for Remote Tower Foundations
Project Background
The Beauly–Denny Overhead Line Upgrade was a major infrastructure programme designed to strengthen Scotland’s electricity network and support growing renewable energy generation. The project replaced 220km of 132kV transmission line with a new 400kV-capable route between Beauly and Denny, enabling wind, hydro and future low-carbon energy to be transmitted south.
Ahead of construction, around £60 million of enabling works delivered more than 270km of access routes, including 250 water crossings and 48 bridges. Despite this, access remained heavily constrained, with piled foundations required for over 160 of the approx 600+ new towers across steep, remote and challenging terrain. Balfour Beatty Ground Engineering (BBGE) was commissioned to deliver the piling elements - a programme that would become the largest mini-piling operation in Europe at the time.
Challenges
BBGE faced several constraints that made traditional piling methods inefficient and, in some areas, unworkable. Many tower locations were in remote areas up to 600 metres above sea level, with slopes reaching 45 degrees. Ground conditions were often too soft or steep for large piling rigs, while limited haul capacity restricted the movement of plant and materials.
The project was further challenged by harsh winter conditions, unpredictable weather and difficult access, with operatives requiring survival and 4x4 training. In some areas, communication was limited to CB radio and satellite phones.
Challenging geology, including granite, schist, psammite and quartzite, also slowed drilling progress using standard piling methods. The original foundation design specified 300mm reinforced casing, increasing installation time along with steel and concrete requirements.

As a result, BBGE required a foundation solution that was lighter, faster to install and easier to mobilise, while still delivering the necessary structural performance.
Solution
Working closely with BBGE and Terrain Geotechnical, Ischebeck TITAN supported a full redesign of the original piling concept. Instead of large-diameter piles with reinforcement cages, the team adopted the TITAN hollow bar micropile system, enabling:
- Grout encapsulation provided corrosion protection for a 120
- year design life, allowing higher bar utilisation without the
- need for sacrificial corrosion allowance
- Reduction in pile diameter and drilling depth
- Fewer piles required per tower leg
- Rig access using compact, lightweight equipment
- Improved positional accuracy on constrained platforms
- Increased pile production - up to 50% faster installation rates
- Reduced transport and material burden in inaccessible areas
- An estimated 1,000 tonnes of CO2 saved
This engineering shift allowed BBGE to confidently deliver foundations for over 160 tower structures across terrain previously considered prohibitively challenging.
Testimonial
“The challenges we faced ranged from water supply and wildlife protection in the lowlands of Crieff… to drilling through granite, psammite, pelite, schist and quartzite in the Northern Highlands. Scotland is a geological paradise. I worked on the project for almost two years and I leave confident with the knowledge that wherever there is a need for a piling solution, we can get there and do it!”
Mateusz Wisniewski,
Senior Contract Engineer, Balfour Beatty Ground Engineering




