Applied Mathematics and Nonlinear Sciences
Journal license

Journal

Applied Mathematics and Nonlinear Sciences


Volume
& Issue

Volume 4, Issue 1


Published
on

June 21, 2019


Pages

61-78


DOI

Article

Dimensionless characterization of the non-linear soil consolidation problem of Davis and Raymond. Extended models and universal curves

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Authors

G. García-Ros Affiliation:
Technical University of Cartagena, Civil Engineering Department, Cartagena, Spain
, I. Alhama Affiliation:
Technical University of Cartagena, Civil Engineering Department, Cartagena, Spain
and F. Alhama Affiliation:
Technical University of Cartagena, Civil Engineering Department, Cartagena, Spain


Abstract

The dimensionless groups that govern the Davis and Raymond non-linear consolidation model, and its extended versions resulting from eliminating several restrictive hypotheses, were deduced. By means of the governing equations nondimensionalization technique and introducing the characteristic time concept, both in terms of settlement and pressures, was obtained (for the most general model) that the average degree of settlement only depends on the dimensionless time while the average degree of pressure dissipation does it, additionally, on the loading ratio. These results allowed the construction of universal curves expressing the solutions of the unknowns of interest in a direct and simple way.


Keywords

non-linear consolidation, dimensionless groups, characteristic time, average degree of settlement


Citation

García-Ros, G., Alhama, I., & Alhama, F. (2019). Dimensionless characterization of the non-linear soil consolidation problem of davis and raymond. extended models and universal curves. Applied Mathematics and Nonlinear Sciences, 4(1), 61–78. https://doi.org/10.2478/AMNS.2019.1.00008

Published by: Engineering Journals

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