Cutting shoe design for open caissons in sand: influence on vertical bearing capacity

Journal article

Open caisson shafts are a widely adopted solution for a range of geotechnical applications. An external ‘cutting shoe’ is a common construction feature used to reduce the soil frictional resistance acting on the caisson during sinking. This forms an annular void encircling the caisson which is filled with a support fluid to maintain excavation stability. The primary aim of this paper is to explore the influence of the cutting shoe geometry on the resulting vertical bearing resistance in sand. Finite-element limit analysis is adopted for this purpose. Additional parameters considered in the modelling include the roughness of the caisson cutting face and cutting shoe, and the caisson radius and embedment depth. The results show that the influence of the cutting shoe is highly dependent on the caisson cutting face roughness and the soil friction angle, illustrated using detailed soil failure mechanisms. The roughness of the cutting shoe is also shown to cause a significant increase in the vertical soil reaction for large caisson embedment depths. By way of example, a recent case study in the UK, involving the construction of a 32 m dia. caisson, is used to highlight the potential influence of the cutting shoe on the bearing resistance during caisson sinking.

Authors: Templeman, J; Phillips, B; Sheil, BB

• Publication status: Published
• Peer review status: Peer reviewed
• Publisher: ICE Publishing
• Journal: Proceedings of the ICE - Geotechnical Engineering
• Volume: 20
• Issue: 5
• Pages: 281-294
• Publication date: 2021-04-26
• Acceptance date: 2021-03-10
• DOI: 10.1680/jgeen.20.00218
• EISSN: 1751-8563
• ISSN: 1353-2618
• Language: English
• Keywords: excavation; FFR; cofferdams and caissons; mathematical modelling