雨伞

Nikolay Ryazantsev, Alexander Nosach, Anton Ryazantsev
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Under the conditions of a triaxial unequal component compression, the volumetric deformations at the micro and macro levels do not exceed hundredths, while the relative micro deformations fully correspond to the dilatancy volume at the macro level. Shear rotational deformations reach 15–20%, their resonant increment increases several times over three periods before the destruction. During the loading, the direction of the rotation is changed 3-4 or more times, an optical indicatrix changes the direction. All deformations are alternating in sign and, until resonance, the amplitude of their increment does not exceed 0.5%. During the loading, the deformation, elastic, optical, electromagnetic, and other parameters are changed abruptly (structural-phase transitions of the second, and upon the destruction, of the first and third kind). The interconnection between the load and the deformations is nonlinear, a number of characteristic deformations are distinguished at which these jumps occur. All said indicate that rocks are classical distortion segnetoelastics. The following parameters can be taken as parameters of a segnoelastic transition: the value or increase in the value of relative deformation; an elastic modules varying within ± ∞; the sign and the magnitude of the increment of the Lode angle for the deformations; the angle of rotation of the optical indicatrix, the presence of structural-phase transitions in the minerals. Scientific novelty. It has been shown for the first time that all five signs and traits of segnetoelastics are present in sedimentary rocks. Practical significance. 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引用次数: 0

摘要

目的。岩石节段弹性特征及性质的识别。研究方法。在压缩应力的体积场中进行岩石变形的实验室实验,对变形和光学指标的取向进行宏观和微观研究,分析所获得的数据。研究的结果。利用偏光显微镜对岩石薄片进行了显微和光学研究,对岩石进行了不等三轴压缩条件下的试验,并对所得结果进行了分析,发现沉积层序的造岩矿物在常温和无外载荷条件下具有域结构。在三轴不等分量压缩条件下,微观和宏观层面的体积变形均不超过百分之一,而相对微观变形与宏观层面的剪胀体积完全对应。剪切旋转变形达到15-20%,其共振增量在破坏前的三个周期内增加数倍。在加载过程中,旋转方向改变3-4次或更多次,一个光学指标改变了方向。所有的变形在符号上是交替的,直到共振,它们的增量幅度不超过0.5%。加载过程中,变形、弹性、光学、电磁等参数发生突变(第二类发生结构相变,破坏后发生第一类和第三类发生结构相变)。载荷和变形之间的相互关系是非线性的,在这些跳跃发生时,可以区分出一些特征变形。所有这些都表明岩石是经典的变形段弹性。以下参数可作为震弹性过渡的参数:相对变形值或增量;弹性模量在±∞范围内变化;变形的Lode角增量的符号和大小;光学指标的旋转角度,矿物中结构相变的存在。科学的新奇。这是第一次证明沉积岩中存在所有五种分段弹性的标志和特征。现实意义。分离节段弹性的可能性,而不需要费力的微观和电磁研究。
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ROCKS – SEGNETOELASTICS
Purpose. Identification of the features and the properties of segnetoelastics in rocks. Research Methods. Laboratory experiments on the deformation of rocks in a volume field of compressive stresses, macro- and microscopic studies of the deformations and the orientations of an optical indicatrix, analysis of the data obtained. Research results. As a result of microscopic and optical studies of rocks in thin sections on a polarizing microscope, tests of rocks under the conditions of unequal triaxial compression, analysis of the results obtained, it was found that the rock-forming minerals of the sedimentary sequence at a normal temperature and in the absence of an external load have a domain structure. Under the conditions of a triaxial unequal component compression, the volumetric deformations at the micro and macro levels do not exceed hundredths, while the relative micro deformations fully correspond to the dilatancy volume at the macro level. Shear rotational deformations reach 15–20%, their resonant increment increases several times over three periods before the destruction. During the loading, the direction of the rotation is changed 3-4 or more times, an optical indicatrix changes the direction. All deformations are alternating in sign and, until resonance, the amplitude of their increment does not exceed 0.5%. During the loading, the deformation, elastic, optical, electromagnetic, and other parameters are changed abruptly (structural-phase transitions of the second, and upon the destruction, of the first and third kind). The interconnection between the load and the deformations is nonlinear, a number of characteristic deformations are distinguished at which these jumps occur. All said indicate that rocks are classical distortion segnetoelastics. The following parameters can be taken as parameters of a segnoelastic transition: the value or increase in the value of relative deformation; an elastic modules varying within ± ∞; the sign and the magnitude of the increment of the Lode angle for the deformations; the angle of rotation of the optical indicatrix, the presence of structural-phase transitions in the minerals. Scientific novelty. It has been shown for the first time that all five signs and traits of segnetoelastics are present in sedimentary rocks. Practical significance. The possibility for isolating of segnetoelastics without laborious microscopic and electromagnetic studies.
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