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巷道围岩应力的套筒致裂法测试及原岩应力的推算

ROCKMASS STRESS MEASUREMENT BY SLEEVE FRACTURING TECHNIQUE AND CALCULATION ON INITIAL ROCKMASS STRESSES

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【作者】 侴万禧李炜魏善斌倪修全

【Author】 Chou Wanxi; Li Wei; Wei Shanbin; Ni Xiuquan (Dept. of Constructional Engineering, Huainan Mining institute, Huainan, 232001)

【机构】 淮南矿业学院建工系

【摘要】 为了解决高岩体应力的套筒致裂法测试的难题,提出了高应力场的应力测试方法及原岩应力的计算方法。介绍了平行钻孔一套筒致裂岩体应力测试法及其基本假设与公式,给出原岩应力的计算方法,讨论与分析了岩体应力的量测结果。

【Abstract】 To solve the knotty problem of high rock stress measurement by sleeve fracturing technique,a means of measuring stresses in high stress field and calculation on initial rockmass stresses are proposed. This paper describes the substance of parallel boreholessleeve fracturing technique for rockmass measurement,the foundational assumptions and formulas as well as process of calculation on initial rockmass stresses. Measuring results and their analyses are presented.

  • 【文献出处】 岩石力学与工程学报 ,CHINESE JOURNAL OF ROCK MECHANICS AND ENGINEERING , 编辑部邮箱 ,1996年01期
  • 【分类号】TD311
  • 【被引频次】14
  • 【下载频次】160
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