Computers and Geotechnics, Journal Year: 2025, Volume and Issue: 183, P. 107242 - 107242
Published: April 5, 2025
Language: Английский
Computers and Geotechnics, Journal Year: 2025, Volume and Issue: 183, P. 107242 - 107242
Published: April 5, 2025
Language: Английский
International Journal for Numerical and Analytical Methods in Geomechanics, Journal Year: 2025, Volume and Issue: unknown
Published: March 21, 2025
ABSTRACT Temperature effects become important in a number of geotechnical applications, such as nuclear waste disposal facilities, buried high‐voltage cables, pavement, energy geostructures and geothermal energy. On the other hand, soft soils act time‐ strain rate dependent. Both temperature influence soil behavior, affecting stiffness, strength, deformation even under constant stress levels. A model to predict loading on behavior is presented this article. The based simple visco‐hypooplastic for clays encompasses key aspects coupled rate‐ temperature‐dependent (partially irreversible) thermal expansion, heating‐induced irreversible compression, history, drained heating/cooling cycles, well mechanical creep, incorporating isotachs, isotherms.
Language: Английский
Citations
0Computers and Geotechnics, Journal Year: 2025, Volume and Issue: 183, P. 107242 - 107242
Published: April 5, 2025
Language: Английский
Citations
0