Journal of Northeastern University Natural Science ›› 2018, Vol. 39 ›› Issue (5): 741-745.DOI: 10.12068/j.issn.1005-3026.2018.05.027

• Resources & Civil Engineering • Previous Articles     Next Articles

Sensitivity Analysis of Static Parameters About Deformation in Pastor-Zienkiewicz Sandy Model

LI Chun, XIU Zhan-guo, WANG Fei-li, WANG Qiu-hong   

  1. School of Resources & Civil Engineering, Northeastern University, Shenyang 110819, China.
  • Received:2016-12-12 Revised:2016-12-12 Online:2018-05-15 Published:2018-05-25
  • Contact: XIU Zhan-guo
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Abstract: Based on the theory of generalized plasticity, for static Pastor-Zienkiewicz(P-Z) model parameters, it can be divided into eight parameters from three aspects. The sensitivity analysis of vertical displacement varying with each parameter was performed. The results showed that elastic modulus E exhibits the largest sensitivity, and the corresponding maximum rate of vertical displacement is 66.05%, when the every parameter is changed between -40%~40%. Followed by the angle of internal friction φ and Poisson’s ratio μ, the rate of vertical displacement was within ±10%. But for the parameters about plastic modulus, the rate of vertical displacement was less than ±1%. When lack of measured data, the values of plastic parameters can come from a great amount of geological data. The conclusions can provide important basis for the selection of P-Z sandy model parameters in the deformation calculation of sub grade.

Key words: Pastor-Zienkiewicz model, model parameters, vertical displacement, rate of change, sand

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