@inproceedings{afde26bb7b10479e8878bc0d2c5360ef,
title = "Numerical simulation of a post-grouted anchor and validation with in-situ measurements",
abstract = "Prior to the pull-out test of a post-grouted ground anchor, numerical simulations were performed in order to predict the load-displacement behaviour of the struc-ture. Advanced constitutive models were employed to simulate the pull-out test. The soil parameters were determined based on laboratory and in-situ investiga-tions. The stress distribution along the soil was evaluated and the numerical mod-el employed for the grout was capable of reproducing the crack pattern in the post-grouted body. The strains throughout the tendon were strongly influenced by the grout conditions. The measured and the predicted load-displacement curves agreed very well, suggesting that the assumptions for the soil and the grout were reasonable.",
author = "Carla Fabris and V{\'a}clav Ra{\v c}ansk{\'y} and Bo{\v s}tjan Pulko and Helmut Schweiger",
year = "2018",
doi = "10.1007/978-3-319-97112-4_73",
language = "English",
isbn = "978-3-319-97111-7",
series = "Springer Series in Geomechanics and Geoengineering",
publisher = "Springer",
pages = "328--331",
editor = "{Wu }, W. and H.S. Yu",
booktitle = "Proceedings of China-Europe Conference on Geotechnical Engineering",
note = "China – Europe Conference on Geotechnical Engineering ; Conference date: 13-08-2018 Through 16-08-2018",
}