Fractional description of mechanical property evolution of soft soils during creep

• Published in: Water Science and Engineering Vol. 6; no. 4; pp. 446 - 455
• Main Authors: De-shun Yin, Yan-qing Li, Hao Wu, Xiao-meng Duan
• Format: Journal Article
• Language: English
• Published: Elsevier 01.10.2013
• Subjects: evolution of mechanical properties; fractional order; soft soil; soil creep; variable-order fractional model
• ISSN: 1674-2370
• DOI: 10.3882/j.issn.1674-2370.2013.04.008

The motion of pore water directly influences mechanical properties of soils, which are variable during creep. Accurate description of the evolution of mechanical properties of soils can help to reveal the internal behavior of pore water. Based on the idea of using the fractional order to reflect mechanical properties of soils, a fractional creep model is proposed by introducing a variable-order fractional operator, and realized on a series of creep responses in soft soils. A comparative analysis illustrates that the evolution of mechanical properties, shown through the simulated results, exactly corresponds to the motion of pore water and the solid skeleton. This demonstrates that the proposed variable-order fractional model can be employed to characterize the evolution of mechanical properties of and the pore water motion in soft soils during creep. It is observed that the fractional order from the proposed model is related to the dissipation rate of pore water pressure.