一般地应力状态下岩心盘面判据。

K. Hongo, K. Matsuki, K. Sakaguchi
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引用次数: 5

摘要

根据轴对称长HQ岩心受非轴对称远场应力作用的有限元分析结果,对岩心基部附近的拉应力进行了分析,得到了一般应力状态下岩心盘盘的判据。根据岩心中部最大拉应力的方向,将本研究全部77例的应力情况明确分为两组。在其中一组中,拉应力几乎在核心轴的方向上,而在另一组中,拉应力几乎垂直于核心轴。77例患者中仅有26例达到了椎体盘合所需的应力条件。在这些情况下,岩心中部和岩心外部的最大拉应力大小差异很小,这表明应力条件使岩心外部产生的裂纹能够穿透整个岩心。这些情况包括远场最小主应力不在岩心轴方向的应力条件。为了使岩心在拉应力作用下产生贯通裂纹,拉应力的应力轮廓面必须存在于岩心的整个横截面上。因此,当上、下轮廓面刚好接触的拉应力达到岩石的抗拉强度时,假定岩心盘状发生。该拉应力在本研究中称为临界拉应力,由最大主拉应力中的最小主拉应力给出,最大主拉应力是通过沿岩心轴线查找岩心截面上一组坐标的最大值来确定的。因此,我们提出了以下关于磁芯盘片的准则:
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A Criterion on Core Disking in the General State of In-Situ Stresses.
Based upon the results of finite element analysis for an axisymmetric rock mass with a long HQ core, which is subjected to nonaxisymmetric far-field stresses, tensile stress near the base of the core was analysed to obtain a criterion on core disking in the general state of stresses. The stress conditions of all 77 cases in this study were divided clearly into two groups by the direction of the maximum tensile stress in the central part of the core. In one of the groups the tensile stress is nearly in the direction of the core axis and in the other the tensile stress is nearly perpendicular to the core axis. Only 26 cases in the total 77 cases gave the stress conditions necessary for core disking. In these cases, the difference in the magnitude of the maximum tensile stress between in the central part and in the outer part of the core was small, which suggests that the stress conditions enable a crack initiated at the outer part of the core to penetrate through the entire core. These cases included the stress conditions where the far field minimum principal stress is not in the direction of the core axis. To produce a through crack in the core by tensile stress, the stress contour plane of the tensile stress must exist throughout the cross section of the core. Therefore, it is assumed that core disking occurs if the tensile stress whose upper and lower contour planes just touch each other reaches the tensile strength of the rock. This tensile stress, called the critical tensile stress in this study, is given by the minimum principal tensile stress among the maximum principal tensile stresses which are determined by searching the maximum value along the core axis for a set of the coordinates in the core cross section. Thus, we have proposed the following criterion on core disking:
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