Abstract
This article considers the stabilization of a system of one-dimensional swelling porous elastic soils with fluid saturation. This system is strongly coupled by vibrations of both fluid and solid elastic materials. Using Riesz basis approach, it is shown that the system can be exponentially stabilized by one internal damping with variable feedback gain imposed in the fluid equation. The result improved greatly at the first time the previous results in literature where two dampings are needed to get the same result.
Original language | English |
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Title of host publication | Proceedings of the 44th IEEE Conference on Decision and Control, and the European Control Conference, CDC-ECC '05 |
Pages | 416-421 |
Number of pages | 6 |
DOIs | |
Publication status | Published - 2005 |
Externally published | Yes |
Event | 44th IEEE Conference on Decision and Control, and the European Control Conference, CDC-ECC '05 - Seville, Spain Duration: 12 Dec 2005 → 15 Dec 2005 |
Publication series
Name | Proceedings of the 44th IEEE Conference on Decision and Control, and the European Control Conference, CDC-ECC '05 |
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Volume | 2005 |
Conference
Conference | 44th IEEE Conference on Decision and Control, and the European Control Conference, CDC-ECC '05 |
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Country/Territory | Spain |
City | Seville |
Period | 12/12/05 → 15/12/05 |
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Wang, J. M., & Guo, B. Z. (2005). Stabilization of swelling porous elastic soils with fluid saturation by one internal damping. In Proceedings of the 44th IEEE Conference on Decision and Control, and the European Control Conference, CDC-ECC '05 (pp. 416-421). Article 1582191 (Proceedings of the 44th IEEE Conference on Decision and Control, and the European Control Conference, CDC-ECC '05; Vol. 2005). https://doi.org/10.1109/CDC.2005.1582191