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  2011, Vol. 32 Issue (3): 228-234    
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岩石多轴与常规三轴强度的关系
张传庆1,周辉2,冯夏庭2
1. 中国科学院武汉岩土力学研究所岩土力学与工程国家重点实验室2. 中科院武汉岩土所
RELATIONSHIP BETWEEN POLYAXIAL STRENGTH AND CONVENTIONAL TRIAXIAL STRENGTH FOR ROCK
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摘要 在各向异性应力状态下,岩石强度的中间主应力效应已被很多的试验所证实。基于真三轴试验结果和多轴强度准则,研究了同一中间主应力系数下岩石的多轴强度与常规三轴强度之间的关系。结果表明,在相同的中间主应力系数下,岩石的多轴与常规三轴的强度曲线具有相同的形式。对于常规三轴强度特征符合Mohr-Coulomb准则的岩石,中间主应力对岩石强度中的粘结效应影响明显,随着中间主应力系数的增大,粘结效应先增大而后降低;而其对岩石内摩擦效应的影响甚微,可以忽略。不同岩石多轴强度中间主应力效应的强弱主要取决于该种岩石的内摩擦角,内摩擦角越大,其中间主应力效应越强烈。研究还表明,在已知中间主应力效应函数的前提下,可采用岩石常规三轴的强度参数直接作为其多轴强度准则的参数,这对于解决众多工程因缺乏真三轴试验数据而无法应用多轴强度准则的问题具有重要的意义。
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关键词 中间主应力效应真三轴试验Mohr-Coulomb准则强度准则中间主应力系数    
Abstract:In the anisotropic stress condition, the existence of the intermediate principle stress effect on the strength of rock has been verified by a large number of true triaxial tests of rock. Based on analysis of the true triaxial test data of four rock types and the polyaxial strength criterions, the relationship between the polyaxial strength and conventional triaxial strength of rock at the same intermediate principle stress coefficient was studied in this paper. The results indicated that the same function type of the polyaxial strength curves with the conventional triaxial strength curves could be obtained at the same intermediate principle stress coefficient. For the rock types of which the strength features can be described by the Mohr-Coulomb criterion, the influence on the cohesion action of the polyaxial strength of rock is remarkable. The cohesion action will increase firstly and then decrease with the growth of the intermediate principle stress coefficient which hardly influences the friction action of rock strength. The strength effect of different rock types is controlled by the corresponding angle of internal friction. The larger the internal friction angle is, the stronger this effect is. The results also indicated that the strength parameters obtained by the conventional triaxial tests can be directly applied in the polyaxial strength criterion after the intermediate principle stress effect function has been obtained. It will be of the important value for the application of polyaxial strength criterions in the stability analysis of rock engineerings lacking true triaxial test data.
Key wordsIntermediate principle stress dependence effect    True triaxial test    Mohr-Coulomb criterion    Polyaxial strength criterion    Coefficient of the intermediate principal stress effect
收稿日期: 2009-06-26     
通讯作者: 张传庆   
引用本文:   
张传庆;周辉;冯夏庭. 岩石多轴与常规三轴强度的关系[J]. , 2011, 32(3): 228-234.
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