Analysis of a viscoelastic water-saturated clay foundation subjected to a strip load
https://doi.org/10.31660/2782-232X-2025-2-50-63
EDN: hrflzd
Abstract
Designing buildings and structures on weak, water-saturated clay foundations necessitates calculating the stress-strain state of soils over time, considering consolidation processes. These soils exhibit creep behavior, respectively, making a viscoelastic representation of the foundation a promising modeling approach. Numerical analysis identified a parameter for solving the transcendental equation of a nonmonotonic function that describes the viscoelastic mechanical properties of the water-saturated clay loam. Experimental pore pressure data were compared with data obtained from the solution of the time function, with a maximum discrepancy of 4.44 per cent. A mechanical characteristic (a universal parameter of the kinematic soil model) obtained in this study can be used in future to fully calculate the stress-strain state of viscoelastic, water-saturated foudations. The proposed approach undoubtedly holds practical value in the design and construction of engineering structures.
About the Authors
Tatiana V. Krizhanivskaya
Industrial University of Tyumen
Russian Federation
Russian Federation
Tatiana V. Krizhanivskaya, Cand. Sci. (Engineering), Associate Professor in the Department of Building Structures,
38, Volodarskogo St., Tyumen, 625000.
Viacheslav V. Vorontsov
Industrial University of Tyumen
Russian Federation
Russian Federation
Viacheslav V. Vorontsov, Cand. Sci. (Engineering), Associate Professor in the Department of Building Structures,
38, Volodarskogo St., Tyumen, 625000.
Bassam A. Tayeh
Islamic University of Gaza
Palestinian Territory, Occupied
Palestinian Territory, Occupied
Bassam A. Tayeh, PhD, Professor,
Gamal Abdel Nasser St., Gaza.
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For citations:
Krizhanivskaya T.V., Vorontsov V.V., Tayeh B.A. Analysis of a viscoelastic water-saturated clay foundation subjected to a strip load. Architecture, Construction, Transport. 2025;5(2):50-63. (In Russ.) https://doi.org/10.31660/2782-232X-2025-2-50-63. EDN: hrflzd
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