Undrained behaviour of Changi sand in triaxial and plane-strain compression

@inproceedings{Wanatowski2007UndrainedBO,
  title={Undrained behaviour of Changi sand in triaxial and plane-strain compression},
  author={Dariusz Wanatowski and Jian ChuJ. Chu},
  year={2007}
}
Many geotechnical problems are under plane-strain conditions. However, geotechnical designs still rely largely on testing data obtained under axisymmetric conditions. Therefore a good understanding of the similarities and differences between the strength and deformation behaviours of soil under plane-strain and axisymmetric conditions is important. Experimental data obtained from drained triaxial and plane-strain tests on very loose and medium dense sand are presented in this paper. The… CONTINUE READING

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