Validation of Correlations Between in Situ Investigations and Soil Parameters Using FEM Modeling

[1] Poenaru, A., Bilcu, A., Meiroșu, A., Saidel, T., Batali, L. (2021) In situ and laboratory soil investigations. Correlations between different parameters specific to Bucharest area, 6th International Conference on Geotechnical and Geophysical Site Characterization (ISC2020), 7 – 9 September 2020, Budapest, Hungary Search in Google Scholar

[2] Ma’ruf, M.F. Darjanto, H. (2017) Back Calculation of Excessive Deformation on Deep Excavation, Procedia Engineering, Volume 171, pp 502-510, ISSN 1877-7058, https://doi.org/10.1016/j.proeng.2017.01.362. Search in Google Scholar

[3] Murgoci, G. (1913). Rezultatele sondajului de la Gherghița. D.d. S. Inst. Geol. Rom. Vol. V., 99-102. Search in Google Scholar

[4] Protopopescu-Pache, E. (1938). Cercetări agrogeologice între V. Mostiștei și Olt. D.d.S.Inst. Geol. Rom., Vol. 1, 80. Search in Google Scholar

[5] Liteanu, E. (1952) Geologia Zonei Orașului București. București: Comitetul Geologic de Cercetări și Explorare a Bogățiilor Subsolului. Search in Google Scholar

[6] SR EN 1997-1:2004 (2004) Eurocod 7: Proiectarea geotehnică. Partea 1: Reguli generale, ASRO, Bucuresti Search in Google Scholar

[7] Chen, R. P., Li, Z. C., Chen, Y. M., Ou, C. Y., Hu, Q., & Rao, M. (2015). Failure investigation at a collapsed deep excavation in very sensitive organic soft clay. Journal of Performance of Constructed Facilities, 29(3), 04014078. Search in Google Scholar

[8] Brinkgreve, R. (2005). Selection of Soil Models and Parameters for Geotechnical Engineering Application. Geo-Frontiers Congress 2005. Search in Google Scholar

[9] Prakoso, W., & Kulhawy, F. (2001). Contribution to Piled Raft Foundation Design. Journal of Geotechnical Engineering, 127/ 17 - 24. Search in Google Scholar