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Davies, M.P. and Campanella, R.G. (1994) Selecting Design Values of Un-drained Strength for Cohesionless Soils. In: Proceeding of the 47th Canadian Geotechnical Conference, Vol. 1, BiTech Publishers, Richmond, 176-186.

has been cited by the following article:

• TITLE: Evaluation of Babolsar Sand Behaviour by Using Static Triaxial Tests and Comparison with Case History

  AUTHORS: Sina Salamatpoor, Siavash Salamatpoor

  KEYWORDS: Liquefaction Susceptibility, Triaxial Test, Isotropic, Anisotropic, Steady-State, Strength Ratio

  JOURNAL NAME: Open Journal of Civil Engineering, Vol.4 No.3, August 28, 2014

  ABSTRACT: An experimental study is carried out to investigate the static liquefaction of sand. For this purpose, Babolsar sand with its liquefiable parameters such as soil properties and high seismic level of underground water are investigated using static compression drained and un-drained tri-axial tests under isotropically and anisotropically conditions. Also, the data results of this sand are compared with those of the previous studies on soil case history. The study results indicate that Babolsar sand can experience the whole possible states of liquefaction soil, i.e. flow failure, limited and dilation behavior.