Determination of Vibro - Compaction Parameters by Making a Test Board in a Port Site in Morocco

[1] BZIAZ, M. - BAHI, L. - OUADIF, L. - BAHI, A - MANSOURI, H. - DOUIRI, A. - ABBACH, M.: Evaluation of post liquefaction settlement and treatment and reinforcement of the soil by stone columns. International Journal of Innovative Research and Scientific Studies 6(1) 2023, pp. 102-114, doi: 10.53894/ijirss.v6i1.1113. Open DOISearch in Google Scholar

[2] REIFFSTECK, P.: Central Laboratory for Bridges and Roads, Soil Mechanics, Rocks and Engineering Geology Division. Soil Treatment Course, 2008, Paris, France. Search in Google Scholar

[3] SEED, H. B. - IDRISS, I. M.: Simplified procedure for evaluating soil liquefaction potential. Journal of the Soil Mechanics and Foundations Division, Vol. 97, 1971, pp. 1249-1273, https://doi.org/10.1061/jsfeaq.0001662. Search in Google Scholar

[4] YOUD, T. L. - IDRISS, I. M.: Liquefaction resistance of soils: Summary report from the 1996 NCEER and 1998 NCEER/NSF workshops on evaluation of liquefaction resistance of soils. Journal of Geotechnical and Geoenvironmental Engineering, Vol. 127, 2001, pp. 297-313, https://doi.org/10.1061/(asce)1090-0241(2001)127:4(297). Search in Google Scholar

[5] ROBERTSON, P.K. - WRIDE, C.: Evaluating cyclic liquefaction potential using the cone penetration test. Canadian Geotechnical Journal, 1998, 442-459. Search in Google Scholar

[6] BALDI, G. - BELOTTI, R. - GHIONNA, N. - JAMIOLKOWSKI, M. – PASQUALINI, E.: Interpretation of CPT and CPTU. 2nd part: drained penetration of sands. In Fourth International Geotechnical Seminar, 1986, 143–156, Singapour. Search in Google Scholar

[7] EN 1998-5, Eurocode 8: Design of structures for earthquake resistance – Part 5, Foundations, retaining structures and geotechnical aspects. Authority: The European Union per Regulation 305/2011, Directive 98/34/EC, Directive 2004/18/EC, https://www.phd.eng.br/wp-content/uploads/2014/11/en.1998.5.2014.pdf. Search in Google Scholar

[8] RPS, The RPS 2000 seismic building regulations, 2011 version, department of quality and technical affairs, ministry of housing and urban policy in Morocco, https://www.academia.edu/33259147, 2000. Search in Google Scholar

[9] LIAO, S. S. C. - WHITMAN, R. V.: A catalog of liquefaction and Non-liquefaction occurrences during earthquakes, department of civil engineering. Cambridge, MA: Massachusetts Institute of Technology, 1986. Search in Google Scholar

[10] AFPS, Technical Notebook 45, Assessment of the risk of soil liquefaction under the effect of earthquakes, Practical knowledge and applications to geotechnical projects. CT45 - December 2020, the French Association of Paraseismic Engineering, 2020. Search in Google Scholar

[11] DHOUIB, A. - BLONDEAU, F.: Stone columns - implementation techniques, fields of application, behavior, justifications, lines of research and development: Presses of the National School of Bridges and Roads, 2004/ Presses of the National School of Bridges and Roads, https://www.lavoisier.fr/livre/autre/colonnes-ballastees/dhouib/descriptif_2205262, 2005. Search in Google Scholar

[12] SEED, H. B. - BOOKER, J. R.:Stabilization of potentially liquefiable sand deposits using gravel drains. Journal of the Geotechnical Engineering Division, Vol. 103, 1977, pp. 757-768, https://doi.org/10.1061/ajgeb6.0000453. Search in Google Scholar

[13] LAMBERT, S. K.: Fondationsspéciales, evaluation of the risk reduction of liquefaction by stone columns. Proceeding of the 18th International Conference on Soil Mechanics and Geotechnical Engineering, Paris, 2013. Search in Google Scholar

[14] SORSA, A.: Engineering Properties of Cement Stabilized Expansive Clay Soil. Civil and Environmental Engineering, Vol. 18, Iss. 1, 2022, pp. 332-339, doi: https://doi.org/10.2478/cee-2022-0031. Search in Google Scholar