首页> 外文期刊>Journal of Geophysical Research. Biogeosciences >True triaxial strength and deformability of the German Continental Deep Drilling Program (KTB) deep hole amphibolite
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True triaxial strength and deformability of the German Continental Deep Drilling Program (KTB) deep hole amphibolite

机译:德国大陆深孔钻探计划(KTB)深孔闪石的真实三轴强度和可变形性

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We designed and fabricated a true triaxial loading system and used it to determine deformational and strength characteristics of the amphibolite penetrated by the superdeep hole drilled in the Bohemian massif of southeastern Germany under the German Continental Deep Drilling Program (KTB). Amphibolite is found between 3200 and 7300 m and thus the dominant rock in this 9100-m boring. Our loading system enables the application of three unequal principal stresses to a rectangular prismatic rock specimen. During a test we maintained the least principal (sigma(3)) and the intermediate (sigma(2)) stresses constant and increased the major principal stress (sigma(1)) until brittle Failure occurred, in the form of a fracture steeply dipping, in the sigma(3) direction. Typically, for the same sigma(3) level the amphibolite compressive strength increased substantially with the magnitude of sigma(2), demonstrating the inadequacy of Mohr-like failure criteria that ignore the effect of the intermediate principal stress on rock: strength. We found that a general criterion for the amphibolite could be expressed in the form of a power function relating the octahedral shear stress at failure to the mean normal stress acting on the plane containing the fracture. With respect to deformation, we established that for the same sigma(3) the onset of dilatancy increases significantly with the magnitude of sigma(2). Thus the intermediate principal stress appears to extend the elastic range of the stress-strain behavior for a given sigma(3) and hence to retard the onset of the failure process. Scanning electron microscopy observations oft he failure process reveal that microcracks develop mainly parallel to sigma(2) direction, as the intermediate stress grows beyond sigma(3), localizing in close proximity of the eventual main fracture. [References: 35]
机译:我们设计并制造了一个真正的三轴加载系统,并根据德国大陆深层钻探计划(KTB),使用它来确定在德国东南部的波西米亚断层上钻的超深孔所穿入的闪石的变形和强度特性。角闪石位于3200至7300 m之间,因此是9100 m钻孔中的主要岩石。我们的加载系统可以将三个不相等的主应力施加到矩形棱柱形岩石样本上。在测试过程中,我们保持最小主应力(sigma(3))和中间应力(sigma(2))不变,并增加主要主应力(sigma(1)),直到发生脆性破坏(以陡峭倾斜的形式出现) ,沿sigma(3)方向。通常,对于相同的sigma(3)水平,闪石的抗压强度会随着sigma(2)的大小而显着增加,这说明了忽略类似主应力对岩石强度影响的类似莫尔破坏准则的不足之处。我们发现,闪石的一般标准可以用幂函数的形式表示,该函数将失效时的八面体剪切应力与作用在包含裂缝的平面上的平均法向应力相关联。关于变形,我们确定,对于相同的sigma(3),膨胀的开始会随着sigma(2)的大小而显着增加。因此,对于给定的sigma(3),中间主应力似乎扩展了应力应变行为的弹性范围,并因此延迟了失效过程的开始。扫描电子显微镜对破坏过程的观察表明,当中间应力超过sigma(3)时,微裂纹主要平行于sigma(2)方向发展,并最终靠近主断裂。 [参考:35]

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