People

Home > People > Amandine Brosse

Dr Amandine Brosse

Amandine Brosse

Dr Amandine Brosse is a geotechnical engineer with 15 years of experience in research and industry, with particular emphasis on soil characterisation through site investigation, laboratory testing, instrumentation and monitoring.

She has experience in characterising the behaviour of a wide range of soils, from stiff over-consolidated clays, residual soils to very soft marine & alluvial deposits, for various projects including offshore wind farms and mine waste disposal. She has expertise in advanced laboratory testing and an interest in applying data science to geotechnical problems.

View publications

  1. Brosse, A. M. (2007). Study of simple shear on natural London clay with a Hollow Cylinder Apparatus. MSc. Dissertation, Imperial College London, UK.
  2. Nishimura, S., Jardine, R. J. AND Brosse, A. M. (2008). Simple shear testing of London Clay in hollow cylinder apparatus. In Proceedings of the 4th International Symposium on Deformation Characteristics of Geomaterials, Atlanta, USA. IOS Press, vol. 1, pp. 199-206.
  3. Brosse, A. M., Hosseini-Kamal, R., Jardine, R. J., & Coop, M. R. (2011). Measuring the static and dynamic small strain stiffness of UK mudrocks. In Proceedings of the 15th European Conference on Soil Mechanics and Geotechnical Engineering, Athens, Greece. IOS Press, pp. 137-142. http://dx.doi.org/10.3233/978-1-60750-801-4-137
  4. Wilkinson, S., Brosse, A. M., Fenton, R., Kamal, H., Jardine, R. J. & Coop, M. R. (2011). An integrated geotechnical study of UK mudrocks. In Proceedings of the 15th European conference on Soil Mechanics and Geotechnical Engineering, Athens, Greece. IOS Press, pp. 305-310. http://dx.doi.org/10.3233/978-1-60750-801-4-305
  5. Brosse, A. M. (2012). Study of the anisotropy of three British mudrocks using a Hollow Cylinder Apparatus. Ph. D. thesis, Imperial College London, UK.
  6. Hosseini-Kamal, R., Coop, M. R., Jardine, R. J., & Brosse, A. M. (2014). The post-yield behaviour of four Eocene-to-Jurassic UK stiff clays. Géotechnique, 64(8), pp. 620-634. http://dx.doi.org/10.1680/geot.13.P.043.
  7. Jardine, R. J., Brosse, A. M., Coop, M. R., & Hosseini-Kamal, R., (2015). Shear strength and stiffness anisotropy of geologically aged stiff clays. In Proceedings of the 6th International Symposium on Deformation Characteristics of Geomaterials, Buenos Aires, Argentina. IOS Press, pp. 156-191. http://dx.doi.org/10.3233/978-1-61499-601-9-156.
  8. Brosse, A. M., Hosseini-Kamal, R., Jardine, R. J. & Coop, M. R. (2017). The shear stiffness characteristics of four Eocene-to-Jurassic UK stiff clays. Géotechnique, 67(3), pp. 242-259. http://dx.doi.org/10.1680/jgeot.15.P.236.
  9. Brosse, A. M., Jardine, R. J., & Nishimura, S. (2017). Undrained stiffness anisotropy from Hollow Cylinder experiments on four Eocene-to-Jurassic UK stiff clays. Canadian Geotechnical Journal, 54(3), pp. 313-332. http://dx.doi.org//10.1139/cgj-2015-0320.
  10. Brosse, A. M., Jardine, R. J., & Nishimura, S. (2017). The undrained shear strength anisotropy of four Jurassic to Eocene stiff clays. Géotechnique, 67(8), pp. 653-671. http://dx.doi.org/10.1680/jgeot.15.P.227.
  11. Grammatikopoulou, A., Schroeder, F. C., Brosse, A. M., Andersen, K. W. & Potts, D. M. (2017). On the use of constitutive models in numerical analyses of offshore structures. Proc. 8th International Conference on Offshore Site Investigation and Geotechnics, London, UK. SUT, pp. 423-430. https://doi.org/10.3723/OSIG17.423

Areas of expertise

  • Soil characterisation
  • Advanced laboratory testing
  • Instrumentation and monitoring
  • Offshore wind farms
  • Mine waste disposal
  • Data science
Back to people