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The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Tran, K. H. / Shamas, Y. / Huang, W. / Imanzadeh, S. / Taïbi, S. / Fleureau, J. M. / Hattab, M. / Souli, H. / Rivoalen, E.: Threshold of Saturation Degree of Unsaturated Sand to Cause Liquefaction Considering the Sample Volumetric Strain: Modelization and Experimental Laboratory Investigation. In: Journal of Earthquake Engineering.

    https://doi.org/10.1080/13632469.2024.2415083

  2. Tran, K. H. / Imanzadeh, S. / Taïbi, S. / Souli, H. / Fleureau, J. M. / Hattab, M. (2021): Effect of saturation on liquefaction potential and residual strength: laboratory investigation. In: European Journal of Environmental and Civil Engineering, v. 26, n. 15 (November 2021).

    https://doi.org/10.1080/19648189.2021.1999333

  3. Imanzadeh, S. / Jarno, A. / Hibouche, A. / Bouarar, A. / Taïbi, S. (2020): Ductility analysis of vegetal-fiber reinforced raw earth concrete by mixture design. In: Construction and Building Materials, v. 239 (April 2020).

    https://doi.org/10.1016/j.conbuildmat.2019.117829

  4. Imanzadeh, S. / Hibouche, A. / Jarno, A. / Taïbi, S. (2018): Formulating and optimizing the compressive strength of a raw earth concrete by mixture design. In: Construction and Building Materials, v. 163 (February 2018).

    https://doi.org/10.1016/j.conbuildmat.2017.12.088

  5. Imanzadeh, S. / Denis, A. / Marache, A. (2014): Foundation and overall structure designs of continuous spread footings along with soil spatial variability and geological anomaly. In: Engineering Structures, v. 71 (July 2014).

    https://doi.org/10.1016/j.engstruct.2014.04.019

  6. Pakbaz, Mohammad S. / Imanzadeh, S. / Bagherinia, K. H. (2013): Characteristics of diaphragm wall lateral deformations and ground surface settlements: Case study in Iran-Ahwaz metro. In: Tunnelling and Underground Space Technology, v. 35 (April 2013).

    https://doi.org/10.1016/j.tust.2012.12.008

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