›› 2018, Vol. 39 ›› Issue (11): 4149-4156.doi: 10.16285/j.rsm.2017.0493

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Study on dynamic damage mechanism of frozen soil based on elastic modulus degradation

ZHANG Xiang-dong1, LI Jun1, SUN Qi1, YI Fu2, QU Zhi3   

  1. 1. College of Civil Engineering, Liaoning Technical University, Fuxin, Liaoning 123000, China; 2. College of Architecture and Transportation, Liaoning Technical University, Fuxin, Liaoning 123000, China; 3. Zhongjing Environment Co., Ltd., Beijing 100176, China
  • Received:2017-04-06 Online:2018-11-10 Published:2018-11-15
  • Supported by:

    This work was supported by the National Natural Science Foundation of China (51504125) and the University of Science and Technology Department of Special Research Fund Joint Funding (20112121110004).

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Abstract: In order to study the elastic modulus degradation and dynamic characteristics of permafrost at different temperatures, the stress-strain hysteresis curve and fatigue damage life under dynamic load were obtained by cyclic loading and unloading test of frozen soil samples under different below-zero temperature conditions. Fatigue damage parameters of permafrost at different temperatures were determined according to the relationship between fatigue life and stress amplitude. According to the law of elastic modulus degradation of permafrost, the governing equation of dynamic model was proposed and the phenomenological model of fatigue damage of permafrost was established. According to the characteristics of cyclic loading and unloading hysteresis curve measured by permafrost, the method of joint analysis of damping ratio under ideal and non-ideal hysteresis loops was proposed. Based on the Kelvin model, the mathematical relationship between the evolution of the hysteresis loop and the elastic modulus degradation and loading time was established. The study shows that: the phenomenological fatigue damage model, which takes into account the effects of the elastic modulus attenuation, describes the accelerated fatigue damage characteristics of permafrost. Equivalent hysteresis and non-ideal hysteresis damping ratio analysis method is good for taking account of the actual evolutionary characteristics of hysteresis loops. The Kelvin rheological model based on elastic modulus degradation establishes the mathematical relationship between the hysteresis loop and the unloading time.

Key words: frozen soil, hysteresis curve, elastic modulus degradation, Kelvin model, phenomenological fatigue damage model

CLC Number: 

  • TU 445
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