Uneingeschränkter Zugang

Settlement Analysis of the Nivy Tower in Bratislava by the Finite Element Method

, ,  und   
04. Okt. 2024

Zitieren
COVER HERUNTERLADEN

Benz, T., Vermeer, P. A., & Schwab, R. (2009). A small‐strain overlay model. International journal for numerical and analytical methods in geomechanics, 33(1), 25-44. Search in Google Scholar

Galliková, Z. (2018). Experimental Analysis of Over-Consolidation in Subsoil in Bratislava, Slovakia. Proceedings of China-Europe Conference on Geotechnical Engineering, 1, 514-518. Search in Google Scholar

Ganal, A., & Reul, O. (2023). Back analysis of long-term measurements of a high-rise building founded on a raft foundation in overconsolidated clay. In Proceedings of 10th European Conference on Numerical Methods in Geotechnical Engineering (NUMGE), London. Search in Google Scholar

GES ltd. (2014). Exploration works in Bratislava, Twin City North. Geotechnical test of soils (in Slovak). Search in Google Scholar

Gilbert, P.A. (1992) Effect of sampling disturbance on laboratory-measured soilproperties. Department of the Army, Corps of Engineers, MiscellaneousPaper GL-92-35, Washington DC, USA. Search in Google Scholar

Katzenbach, R., Schmitt, A. (2004). High-rise buildings in Germany soil-structure interaction of deep foundations. Search in Google Scholar

Lambe, T. W. (1973). Predictions in soil engineering. Géotechnique, 23(2), 151-202. Search in Google Scholar

Lim, G. T., Pineda, J., Boukpeti, N., Carraro, J. A. H., & Fourie, A. (2019). Effects of sampling disturbance in geotechnical design. Canadian Geotechnical Journal, 56(2), 275-289. Search in Google Scholar

Nakai, T. (2012). Constitutive modeling of geomaterials: principles and applications. CRC Press. Search in Google Scholar

Poulos, H. G. (2023). Analysis of foundation settlement interaction among multiple high-rise buildings. Geotechnical and Geological Engineering, 41(5), 2815-2831. Search in Google Scholar

Sales, M. M., Small, J. C., & Poulos, H. G. (2010). Compensated piled rafts in clayey soils: behaviour, measurements, and predictions. Canadian Geotechnical Journal, 47(3), 327-345. Search in Google Scholar

Sadek, M., & Shahrour, I. (2004). A three dimensional embedded beam element for reinforced geomaterials. International journal for numerical and analytical methods in geomechanics, 28(9), 931-946. Search in Google Scholar

Schanz, T., Vermeer, P. A., & Bonnier, P. G. (1999). The hardening soil model: formulation and verification. Beyond 2000 in computational geotechnics, 1, 281-296. Search in Google Scholar

Schmertmann, J. H. (1953). Estimating the true consolidation behavior of clayfrom laboratory test results. Proceedings of the American Society of Civil Engineers, 79: 1–26. Search in Google Scholar

Topolnicki, M. (2019). Ground Improvement Instead of Piling – Effective Design Solutions for Heavily Loaded Structures. Search in Google Scholar

Sprache:
Englisch
Zeitrahmen der Veröffentlichung:
4 Hefte pro Jahr
Fachgebiete der Zeitschrift:
Technik, Einführungen und Gesamtdarstellungen, Technik, andere