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茅献彪, 张连英, 刘瑞雪. 高温状态下泥岩单轴蠕变特性及损伤本构关系研究[J]. 岩土工程学报, 2013, 35(zk2): 30-37.
引用本文: 茅献彪, 张连英, 刘瑞雪. 高温状态下泥岩单轴蠕变特性及损伤本构关系研究[J]. 岩土工程学报, 2013, 35(zk2): 30-37.
MAO Xian-biao, ZHANG Lian-ying, LIU Rui-xue. Creep properties and damage constitutive relation of mudstone under uniaxial compression at high temperature[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 30-37.
Citation: MAO Xian-biao, ZHANG Lian-ying, LIU Rui-xue. Creep properties and damage constitutive relation of mudstone under uniaxial compression at high temperature[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 30-37.

高温状态下泥岩单轴蠕变特性及损伤本构关系研究

Creep properties and damage constitutive relation of mudstone under uniaxial compression at high temperature

  • 摘要: 采用美国MTS810电液伺服材料试验机和其配套的MTS652.02高温环境炉试验系统,对常温及700℃高温状态下泥岩进行了分级加载蠕变试验的研究,得到了相应的蠕变曲线,给出了泥岩蠕变经验方程,并初步建立了考虑温度效应的泥岩蠕变本构模型。通过不同温度下泥岩的蠕变试验数据对建立的蠕变损伤模型参数进行识别,得到不同温度下蠕变损伤模型的材料参数。通过比较蠕变损伤模型的理论结果和试验结果发现,该模型能够很好地反映泥岩的蠕变特性,表明该模型的合理性和正确性。研究成果在一定程度上丰富了岩石力学的基本理论,也为相关岩体工程设计与研究提供参考。

     

    Abstract: The step load creep experiments on mudstone specimens are carried out at normal temperature and high (700℃) temperature using MTS 810 rock mechanics servo-controlled testing system and MTS 652.02 high temperature furnace. The corresponding creep curves and creep empirical equation for mudstone are obtained. A creep constitutive model for mudstone is established considering temperature effect. The creep test data of mudstone at different temperatures are used to carry out the identification of the creep damage model, and the creep parameters are obtained. It is found that the model can well describe the creep properties in the whole process by comparing the results obtained from the creep damage model and the creep test data. The rationality and correctness of the creep damage model are validated. To some extent, the research results enrich the basic theory of rock mechanics and provide valuable reference for the design of rock engineering at high temperature.

     

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