Saltanova Tatyana Viktorovna (Associate Professor, Department of Software and Systems Engineering
Tyumen State University, School of Computer Science
)
Volodina Tatyana Yurievna (Senior Lecturer, Department of Information Systems
Tyumen State University, School of Computer Science
)
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For the numerical implementation of a kinematic model that describes excess residual pore pressures under long-term loading of water-saturated soil, the finite element method is used. According to the method, a generalized stiffness matrix was constructed that corresponds to excess residual pore pressures.
Keywords:Lame type equations, kinematic model of soil, water-saturated foundation, adapted finite element method, generalized stiffness matrix
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Citation link:
Saltanova T. V., Volodina T. Y. GENERALIZED STRIFFNESS MATRIX FOR A TWO-PHASE (SOIL+PORTE WATER) TRIANGULAR ELEMENT // Современная наука: актуальные проблемы теории и практики. Серия: Естественные и Технические Науки. -2024. -№03/2. -С. 75-77 DOI 10.37882/2223-2966.2024.3-2.25 |
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