三轴压缩下软弱面对岩石破裂的影响
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THE EFFECT OF A PLANE OF WEAKNESS ON ROCK FRACTURE UNDER TRIAXIAL COMPRESSION
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    摘要:

    将岩石标本分为三组,分别锯至直径的1/3、2/3及完全切断。每组的切口与轴向的交角分别取20°,30°,40°和50°。然后用环氧树脂将切断的标本粘合,将锯开的切口填充,形成人为软弱面。将上述标本及完整岩石标本分别在0.79千巴及3.03千巴的围压、10-5/秒的常应变率下进行实验,发现:
    (1)在部分切口的标本中,明显由两个紧接的主要破裂过程组成,第一个是软弱面的破裂,第二个是岩石标本中新的破裂。
    (2)全切口标本中破裂面完全沿软弱面发展;2/3切口标本中,大多数破裂面沿软弱面发展,但在3.03千巴围压下,切口与轴向成20°,50°角的标本中,主要破裂面取与软弱面共轭的方位;1/3切口标本中,破裂面较复杂,但都交汇在切口端点,且取向大都在软弱面共轭方位,但夹角较小。
    (3)切口对标本破裂强度有明显影响,切口越大,强度越低;切口的角度对全切口标本及2/3切口标本的强度也有明显影响,在30°左右强度最小,而对1/3切口标本的强度没有影响。
    结合上述结果对地震断裂与软弱面的关系进行了讨论。

    Abstract:

    For studying the relation between earthquake faulting and a pre-existing plane of weakness, the amphibolite samples were given special treatment. In the first group, the rock samples were sawed into two with the angles of 20°, 30°, 40°, 50°, between sawing plane and axial direction of the sample and then the two parts of the sample were adhered to each oth er with the epoxy resin. In the second and the third groups, the rock samples were sawed into tmo thirds and one third of the diameter of the samples respectively with the sample angles mentioned above, then were filled with the epoxy resin. The epoxy resin filled in the samples formed an artificial plane of weakness. The samples described above and the intact rock samples were tested under the confining pressures of 0.79k bars and 3.03k bars with constant strain rate of 10-5 per second. It was found:
    1. The process of fracture in the partly cutting samples consists of two major subfractures which followed one another closely. The first one is the fracture of the plane of weakness, the second one is a new fracture in rock;
    2. The fracture in the samples which were cut through is along the plane of weakness completely. The fracture in most of the samples which wene cut into two thirds of its diameter developed along the plane of weakness but the fracture in the samples with cutting angles of 20° and 50° under confining pressnre of 3.03k bars is in the conjugate direction of the plane of weakness. All of the fractures in the samples which were cut into one third of its diameter pass through the end of cutting and most of them are in the conjugate direction of the plane of weakness, but the included angle, smaller.
    3. The plane of weakness had obvious effect on the strength of the samples. The deeper the cutting, the lower the strength. The cutting angle also influences the strength of the samples which were sawed into two or into two thirds of its diameter, but there is no effect of the cutting angle on the strength of samples which were sawed into one third of its diameter.
    By means of the results from the experiment, the relation was discussed between the earthquake faulting and the plane of weakness.

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臧绍先.三轴压缩下软弱面对岩石破裂的影响[J].地震工程学报,1985,7(3):23-28. Zang Shaoxian. THE EFFECT OF A PLANE OF WEAKNESS ON ROCK FRACTURE UNDER TRIAXIAL COMPRESSION[J]. China Earthquake Engineering Journal,1985,7(3):23-28.

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  • 收稿日期:1984-08-10
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  • 在线发布日期: 2017-07-04