Generalisation of effective heave pressure considering the effects of small-strain stiffness
Other conference contribution, 2024
during consolidation, which is often restrained by a structural element, affect-
ing the earth pressure. In this paper, system insights on the mechanisms that
control heave pressure are complemented by investigating the effect of small-
strain stiffness. This is enabled by an extension of the Creep-SClay1S model
that considers small-strain stiffness. It is shown that the effect of small-strain
stiffness and its degradation with shear strains can be normalized by consider-
ing a two-dimensional time factor, a geometrical influence factor and the ini-
tial stiffness in the mid-point of the clay layer beneath the excavation. The re-
sults provide guidance on how consideration of small-strain stiffness affect ef-
fective heave pressure, in addition to factors such as excavation geometry,
thickness of clay layer and normalised construction time. The results can be
used in preliminary design and to complement project-specific analyses.
Overall, the research contributes to a deeper understanding of excavation in-
duced earth pressures and, thus, reduces the uncertainty and enables to opti-
mize the volumes of construction material
heave
clay
numerical modelling
earth pressure
Excavation
Author
Johannes Tornborg
Chalmers, Architecture and Civil Engineering, Geology and Geotechnics
Mats Karlsson
Geology and Geotechnics
Anders Kullingsjö
Skanska
Ayman Abed
Geology and Geotechnics
Minna Karstunen
Geology and Geotechnics
Proc. Nordic Geotechnical Meeting (NGM2024)
Gothenburg, Sweden,
Digital Twin Cities Centre
VINNOVA (2019-00041), 2020-02-29 -- 2024-12-31.
Rate-dependent response of excavations and permanent underground structures
Swedish Transport Administration (TRV2021/27782), 2021-05-01 -- 2024-06-15.
Digital Twin Cities Centre, 2021-05-01 -- 2024-06-15.
Subject Categories (SSIF 2025)
Geotechnical Engineering and Engineering Geology
Related datasets
URI: https://ngm2024.se/Papers/ngm2024_tornborg_et_al.pdf