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石膏岩干湿循环细观模拟及损伤本构模型

Microscopic Simulation and Damage Constitutive Model of Gypsum under Dry-Wet Cycle Conditions

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【作者】 安阳晏鄂川李兴明李亚

【Author】 An Yang;Yan E′chuan;Li Xingming;Li Ya;Faculty of Engineering, China University of Geosciences(Wuhan);

【机构】 中国地质大学(武汉)工程学院

【摘要】 为研究干湿循环作用下石膏岩劣化效应,并对其劣化损伤进行数学描述,采用颗粒流软件进行了细观力学模拟,并基于Weibull分布建立了统计损伤本构模型。研究表明:随着干湿循环次数的增加,试件裂纹数量不断增加,拉裂纹增加数量尤为显著;进行相同次数干湿循环时,随着围压不断增大,试件的拉裂纹数量逐渐减少,剪切裂纹数量不断增多。干湿循环作用对石膏岩细观强度参数影响效应大小不一,其强弱关系为:摩擦系数>抗拉强度>内摩擦角>节理模量>黏聚力。模型模拟值和试验值较为吻合,表明该模型能表征岩石破裂过程中的应力应变关系。

【Abstract】 In order to study the effect of deterioration under the condition of dry-wet cycle and describe the damage mathematically, this research conducted the microchemical simulation by granular-flow software. The statistical damage constitutive model is established based on the Weibull distribution. The results show that with the increase of the times of dry-wet cycles, the crack number of specimens increases continuously, especially the number of tensile cracks. In the same dry-wet cycle, the tensile crack decreases gradually while the shear crack increases with the increase of confining pressure. The effect of dry-wet cycle on the meso-strength parameters of gypsum varries in magnitude: friction coefficient>tensile strength>internal friction angle>joint modulus>cohesion. The simulation values are in comparative agreement with the experimental values. This proves that the stress-strain relationship in the gypsum failure process could be characterized by this model.

【基金】 国家自然科学基金项目(41672313)
  • 【文献出处】 地质科技情报 ,Geological Science and Technology Information , 编辑部邮箱 ,2019年04期
  • 【分类号】TU45
  • 【被引频次】6
  • 【下载频次】320
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