2024
DOI: 10.1680/jgeot.24.01066
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On the development of effective heave pressure in deep excavations

Johannes Tornborg,
Mats Karlsson,
Jelke Dijkstra
et al.

Abstract: The processes and factors that underpin the development of effective heave pressure (EHP) at the base of deep excavations in soft soils have been numerically quantified for two idealised soil-structure systems, i.e. a building unit cell and a tunnel geometry, using the Finite Element Method. Charts were developed exploiting dimensional analysis to estimate the impact of normalised time between the end of excavation and the completion of the restraining structure at the base, on the emerging magnitude of EHP fo… Show more

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