Abstract
This paper presents a numerical analysis of the displacement of the substructure for the construction of the S1 route bypassing Węgierska Górka. The numerical analysis includes displacement calculations taking into account the ground anchor stiffness obtained in acceptance tests. The results of the analysis were compared with monitoring measurements. A sensitivity analysis was carried out in relation to the soil parameters used and the achieved ground anchor stiffnesses
Full Text
Published Version
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a call