CONSTANT RATE OF LOADING NONLINEAR CONSOLIDATION

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概要

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• A solution of the problem of one dimensional nonlinear consolidation under constant rate of loading is presented. The computed results of excess pore pressure in the sample are compared with those obtained by the liner theory. A new dimensionless parameter is shown to influence the magnitude of difference between linear and nonlinear results.

• 社団法人地盤工学会の論文
• 1985-03-15

著者

• Vaid Yoginder

  Civil Engineering University Of British Columbia

• Vaid Voginder

  Civil Engineering, University of British Columbia

関連論文

• CONSTANT RATE OF LOADING NONLINEAR CONSOLIDATION

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