Mechanical characteristics of viscoelastic water-saturated foundation
https://doi.org/10.31660/2782-232X-2025-4-74-85
EDN: AEVHFT
Abstract
When designing buildings and structures on soft water-saturated soils, it is necessary to calculate the stress-strain state of the foundation with creep. This allows us to predict the development of deformations over time, redistribute creep-induced forces to improve the reliability and durability of structures, and helps reduce the risk of emergencies. This study calculated the stress-strain state of a viscoelastic foundation using a kinematic soil model within the framework of the linear hereditary theory of viscoelasticity. Experimental graphs of pore pressure changes and stamp settlement were presented as time functions using broken-line method by L. E. Maltsev. All results are illustrated by graphs. A methodology for obtaining the original function from a transform is shown. Mechanical viscoelastic characteristics were determined according to the kinematic soil model. Using the obtained data, it is possible in the future to determine the development of settlement over time for viscoelastic water-saturated foundations.
About the Authors
T. V. Krizhanivskaya
Industrial University of Tyumen
Россия
Россия
Tatiana V. Krizhanivskaya, Cand. Sci. (Engineering), Associate Professor in the Department of Building
Structures
Tyumen
V. V. Vorontsov
Industrial University of Tyumen
Россия
Россия
Viacheslav V. Vorontsov, Cand. Sci. (Engineering), Associate Professor in the Department of Building
Structures
Tyumen
B. A. Tayeh
Islamic University of Gaza
Палестина
Палестина
Bassam A. Tayeh, PhD, Professor
Gaza
F. S. Kulichenko
Peoples' Friendship University of Russia named after Patrice Lumumba
Россия
Россия
Faina S. Kulichenko, Graduate Student
Moscow
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Review
For citations:
Krizhanivskaya T.V., Vorontsov V.V., Tayeh B.A., Kulichenko F.S. Mechanical characteristics of viscoelastic water-saturated foundation. Architecture, Construction, Transport. 2025;5(4):74-85. (In Russ.) https://doi.org/10.31660/2782-232X-2025-4-74-85. EDN: AEVHFT
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