Self-organized criticality of liquefaction in saturated granules
(1. School of Resources and Safety Engineering, Central South University,
Changsha 410083, China;
2. Department of Geotechnical Engineering, Tongji University,
Shanghai 200092, China)
Changsha 410083, China;
2. Department of Geotechnical Engineering, Tongji University,
Shanghai 200092, China)
Abstract: Utilizing the dissipative structure theory, the evolutionary process of vibrating liquefaction in saturated granules was analyzed. When the irreversible force increases to some degree, the system will be in a state far from equilibrium, and the new structure probably occurs. According to synergetics, the equation of liquefaction evolution was deduced, and the evolutionary process was analyzed by dynamics. The evolutionary process of vibrating liquefaction is a process in which the period doubling accesses to chaos, and the fluctuation is the original driving force of system evolution. The liquefaction process was also analyzed by fractal geometry. The steady process of vibrating liquefaction obeys the scaling form, and shows self-organized criticality in the course of vibration. With the increment of the recurrence number, the stress of saturated granules will decrease rapidly or lose completely, and the strain will increase rapidly, so that the granules can not sustain load and the “avalanche” phenomenon takes place.
Key words: liquefaction; self-organized criticality; dissipative structure; fractal