All Stories

  1. An undrained stability analysis for the base stability of excavation when grout piles are installed.

    Article • Proceedings of the Institution of Civil Engineers - Ground Improvement, September 2017, ICE Publishing

    Professor Shi-Fon Su

  2. The model determines the factor of safety against base heave of excavation with ground improvement.

    Article • Journal of Geotechnical and Geoenvironmental Engineering, February 2012, American Society of Civil Engineers (ASCE)

    Professor Shi-Fon Su

  3. This paper is to investigate the undrained failure modes around an advancing cone.

    Article • Canadian Geotechnical Journal, October 2010, Canadian Science Publishing

    Professor Shi-Fon Su

  4. This work is to develop an anisotropic strength criterion for the reinforced soil mass.

    Article • Journal of Geotechnical and Geoenvironmental Engineering, October 2009, American Society of Civil Engineers (ASCE)

    Professor Shi-Fon Su

  5. The results of a large scale laboratory model test on the grout bulb increase with strength.

    Article • Journal of the Chinese Institute of Engineers, January 2006, Taylor & Francis

    Professor Shi-Fon Su

  6. These cone factors are interrelated with the strength anisotropy ratio of the clay.

    Article • Journal of Geotechnical and Geoenvironmental Engineering, February 2002, American Society of Civil Engineers (ASCE)

    Professor Shi-Fon Su

  7. A simplified limit pressure of spherical cavity expansion in anisotropic clay has been established.

    Article • Journal of the Chinese Institute of Engineers, September 2001, Taylor & Francis

    Professor Shi-Fon Su

  8. Closure to “Base Stability of Deep Excavation in Anisotropic Soft Clay” by S. F. Su, H. J. Liao, and Y. H. Lin

    Article • Journal of Geotechnical and Geoenvironmental Engineering, January 2000, American Society of Civil Engineers (ASCE)

    Professor Shi-Fon Su

  9. The influence of strength anisotropy on the two-dimensional undrained slope stability analysis.

    Article • Géotechnique, April 1999, ICE Publishing

    Professor Shi-Fon Su

  10. The method takes into account the influence of strength anisotropy.

    Article • Journal of Geotechnical and Geoenvironmental Engineering, September 1998, American Society of Civil Engineers (ASCE)

    Professor Shi-Fon Su