Statistical damage constitutive model of sandstone under water-rock interaction

被引：0
|
作者：
Deng H.-F. [1 ]
Hu A.-L. [1 ]
Li J.-L. [1 ]
Zhang X.-J. [1 ]
Hu Y. [1 ]
Chang D.-L. [1 ]
Zhu M. [1 ]
机构：
[1] Key Laboratory of Geological Hazards on Three Gorges Reservoir Area, Ministry of Education, China Three Gorges University, Yichang, 443002, Hubei
来源：
| 1600年 / Academia Sinica卷 / 38期
基金：
中国国家自然科学基金;
关键词：
Compression sections; Damage; Immersion-air dry cycle; Statistical model; Water-rock interaction;
D O I：
10.16285/j.rsm.2017.03.003
中图分类号：
学科分类号：
摘要：
After the impoundment and operation of reservoirs, the repeated change of water level has "fatigue effect" on the rock mass of the reservoirs slope, and the deterioration of the rock mass under water-rock interaction will affect the stability of the whole slope. Based on these, we acquired the following results on the foundation of the trial data analyses of the immersion-air dry cycle water-rock interaction in earlier stage. According to the characteristics of stress-strain curve acquired in the process of triaxial compression test under the water-rock interaction, and in virtue of continuum damage mechanics and statistical theory, the damage effect of the immersion-air dry cycle water-rock interaction is coupled into the damage statistical constitutive model. The damage constitutive equation of sandstone under water-rock interaction is established by considering the influence of compacted section. Comparative analysis reveals that the calculated curve based on the established sectional statistical damage constitutive model conforms well to the trial curve, which means the statistical damage constitutive model can accurately reflect the damage effect of sandstones under the immersion-air dry cycle water-rock interaction. In the process of water-rock interaction, the constitutive model parameters m and F0 all diminish gradually, which reflect the mechanical characteristics of sandstones that the brittleness weakens and the macroscopic strength reduces gradually. The results of the study can be used as a reference for long-term deformation stability analysis of a large number of existing bank slopes, and the correlation analysis method can also provide reference for similar experiments. © 2017, Science Press. All right reserved.
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页码：631 / 639
页数：8
相关论文
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