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Laboratory investigation of rock fracture around boreholes.

机译:钻孔周围岩石破裂的实验室研究。

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摘要

Theoretical failure of the inner hole of a thick-walled cylinder is analysed. The occurrence of failure is estimated using the Mohr-Coulomb criterion and the Shear Strain Energy criterion. The failure surface is shown by means of its intersections in three coordinate spaces: the principal stress space; the cylindrical elastic stress space; and the space of pressures applied to the surfaces of the thick-wall cylinder. Both criteria globally predict the same stability zone. The Shear Stress Energy criterion predicts a smoother surface than the Mohr-Coulomb criterion and shows the confining effect of the intermediate principal stress on the specimen stability.; Fracture of a thick-wall cylinder of artificial rock was investigated with laboratory tests. The properties of the rock-like material were determined using standard uniaxial compressive, triaxial, and Brazilian tests. Two specimen were failed: one under an excessive hoop stress and the other under an excessive axial stress. Acoustic emissions and inner hole volume change recorded during both tests proved to be equivalent fracture indicators.; Five specimens of inner diameter ranging from 1 to 3.5 in. were brought to fracture under an excessive hoop stress. The cores resulting from drilling the specimen were also tested in uniaxial compression. Ultimate stresses were plotted with respect to diameter for both the solid and the hollow cylinders. The fitted curves show that the maximum hoop stress of a thick-wall cylinder with a given inner diameter is 1.9 times as high as the maximum uniaxial stress that can be applied to a solid cylinder of the same diameter and twice as long.; Twelve specimens of the same dimensions were brought to failure so that the elastic cylindrical stresses at the inner wall of the cylinder could be ranked in all twelve types of stress combinations, including intermediate states for which two stresses are equal. Breakout related failure are reported in four cases, namely A1 ({dollar}sigmasb{lcub}rm r{rcub}
机译:分析了厚壁圆筒内孔的理论失效。使用Mohr-Coulomb准则和Shear Strain Energy准则来估计故障的发生。破坏面通过在三个坐标空间中的交点表示:主应力空间;主应力空间;主应力空间。圆柱弹性应力空间;以及施加到厚壁圆筒表面的压力空间。这两个标准总体上预测相同的稳定区。剪切应力能准则比Mohr-Coulomb准则预测的表面更光滑,并显示出中间主应力对试样稳定性的限制作用。通过实验室测试研究了人造岩石厚壁圆柱体的断裂。使用标准的单轴压缩,三轴和巴西测试确定岩石状材料的性能。有两个标本不合格:一个承受过大的环向应力,另一个承受过大的轴向应力。两次测试中记录的声发射和内孔体积变化被证明是等效的断裂指标。在过大的环向应力作用下,将五个内径在1到3.5英寸范围内的标本断裂。还对钻探样品所得的岩心进行了单轴压缩测试。实心圆柱和空心圆柱相对于直径绘制了极限应力。拟合曲线表明,具有给定内径的厚壁圆柱体的最大环向应力是可施加到相同直径且两倍长的实心圆柱体的最大单轴应力的1.9倍。十二个相同尺寸的试样被破坏,以便可以在所有十二种应力组合中(包括两个应力相等的中间状态)对圆柱体内壁的弹性圆柱应力进行排名。报告了4种情况下与故障相关的故障,即A1({dollar} sigmasb {lcub} rm r {rcub}

著录项

  • 作者

    Perie, Pierre-Jean.;

  • 作者单位

    University of California, Berkeley.;

  • 授予单位 University of California, Berkeley.;
  • 学科 Geotechnology.; Engineering Civil.; Engineering Petroleum.
  • 学位 Ph.D.
  • 年度 1990
  • 页码 153 p.
  • 总页数 153
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 地质学;建筑科学;石油、天然气工业;
  • 关键词

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