Asymptotic Behavior of Solutions to a Nonlinear Swelling Soil System with Time Delay and Variable Exponents

Author:

Kafini Mohammad M.12ORCID,Al-Gharabli Mohammed M.23,Al-Mahdi Adel M.23ORCID

Affiliation:

1. Department of Mathematics, King Fahd University of Petroleum and Minerals, Dhahran 31261, Saudi Arabia

2. The Interdisciplinary Research Center in Construction and Building Materials, King Fahd University of Petroleum and Minerals, Dhahran 31261, Saudi Arabia

3. The Preparatory Year Program, King Fahd University of Petroleum and Minerals, Dhahran 31261, Saudi Arabia

Abstract

In this research work, we investigate the asymptotic behavior of a nonlinear swelling (also called expansive) soil system with a time delay and nonlinear damping of variable exponents. We should note here that swelling soils contain clay minerals that absorb water, which may lead to increases in pressure. In architectural and civil engineering, swelling soils are considered sources of problems and harm. The presence of the delay is used to create more realistic models since many processes depend on past history, and the delays are frequently added by sensors, actuators, and field networks that travel through feedback loops. The appearance of variable exponents in the delay and damping terms in this system allows for a more flexible and accurate modeling of this physical phenomenon. This can lead to more realistic and precise descriptions of the behavior of fluids in different media. In fact, with the advancements of science and technology, many physical and engineering models require more sophisticated mathematical tools to study and understand. The Lebesgue and Sobolev spaces with variable exponents proved to be efficient tools for studying such problems. By constructing a suitable Lyapunov functional, we establish exponential and polynomial decay results. We noticed that the energy decay of the system depends on the value of the variable exponent. These results improve on some existing results in the literature.

Funder

King Fahd University of Petroleum and Minerals

Publisher

MDPI AG

Subject

Applied Mathematics,Computational Mathematics,General Engineering

Reference35 articles.

1. Nelson, J., and Miller, D.J. (1997). Expansive Soils: Problems and Practice in Foundation and Pavement Engineering, John Wiley & Sons.

2. On the theory of mixtures of thermoelastic solids;Ie;J. Therm. Stress.,1991

3. Exponential stability for one-dimensional problem of swelling porous elastic soils with fluid saturation;Quintanilla;J. Comput. Appl. Math.,2002

4. On the stability of swelling porous elastic soils with fluid saturation by one internal damping;Wang;IMA J. Appl. Math.,2006

5. Stability results for elastic porous media swelling with nonlinear damping;Ramos;J. Math. Phys.,2020

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