Creep Behavior of Intact and Cracked Limestone Under Multi-Level Loading and Unloading Cycles

• Published in: Rock mechanics and rock engineering Vol. 50; no. 6; pp. 1409 - 1424
• Main Authors: Zhao, Yanlin, Zhang, Lianyang, Wang, Weijun, Wan, Wen, Li, Shuqing, Ma, Wenhao, Wang, Yixian
• Format: Journal Article
• Language: English
• Published: Vienna Springer Vienna 01.06.2017; Springer Nature B.V
• Subjects: Alloys; Civil Engineering; Confining; Creep tests; Cycles; Data analysis; Data processing; Duration; Earth and Environmental Science; Earth Sciences; Geophysics/Geodesy; Lime treatment; Limestone; Load; Mathematical models; Original Paper; Plastic deformation; Plastics; Pressure; Solifluction; Steady state; Stone; Strain rate; Stresses; Unloading; Viscoelasticity; Creep behavior; Multi-level loading and unloading cycles; Creep test; Maokou limestone
• ISSN: 0723-2632; 1434-453X
• DOI: 10.1007/s00603-017-1187-1

A series of triaxial creep tests were carried out on intact and cracked Maokou limestone specimens under multi-level loading and unloading cycles. A new data processing algorithm is proposed to analyze the experimental data and divide the total strain into instantaneous and creep strains, with the instantaneous strain consisting of instantaneous elastic and plastic strains and the creep strain consisting of viscoelastic and visco-plastic strains. The results show that the viscoelastic strain converges to a certain value with time, but the visco-plastic strain keeps increasing with time, although both tend to increase with higher deviatoric stress. The ratio of the visco-plastic strain to the total creep strain also tends to increase when the deviatoric stress is higher. The steady-state creep strain rate increases with higher deviatoric stress or lower confining pressure, and the relation between the steady-state creep strain rate and the deviatoric stress can be well described by an exponential expression. The results also show that the preexisting cracks in the limestone have a great effect on its creep properties. At the same confining pressure and deviatoric stress, the cracked limestone shows larger instantaneous and creep strains (especially visco-plastic strains), longer duration of primary creep, and a higher steady-state creep strain rate than the intact limestone.