Geotechnics
Geotechnics Resources
Resources include papers, videos, research summaries and good practice documents produced by authors from across the HS2 Family to capture learning, good practice and innovation from the HS2 programme
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Shaft friction design for piles in extremely weak to weak Mercia Mudstone
There is limited guidance for pile design in the Mercia Mudstone, when it varies between a weathered stiff clay and unweathered weak mudstone. In this transitionary zone, it is common for the mudstone to be found interbedded with varying degrees of weathering over a significant depth, or for the material to gradually transition from a…
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Test pile design, construction and testing – maximising the benefits of preliminary pile test results in pile design and construction at Euston Approaches
A 450m long retained excavation to a maximum depth of 18m close to sensitive 3rd party assets will be constructed to house future HS2 tracks north of Euston station. Approximately 1700 bored piles between 1.2 to 1.8m in diameter, with over 700 located beneath the base slab and founded primarily in the Thanet Sand Formation,…
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Colne Valley Viaduct foundation design
The proposed 3.4km long Colne Valley Viaduct provides an excellent opportunity to review and optimise design methodologies for large diameter bored piles within Chalk. Whilst piles have been successfully designed and constructed in chalk for many decades, the HS2 Colne Valley Viaduct will be required to support the highest speeds and dynamic forces of any…
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Streamlining utilities ground movement assessments
Ground Movement Assessments (GMAs) involve analysing and mitigating the damage caused by construction related ground movement on strategic utilities, operational tunnels and historically important buildings. Gaining approval from owners of assets located in the densely populated areas around the HS2 Euston Station site, prior to construction works commencing, was therefore integral to the success of…
