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在单钻孔中水压致裂法的三维地应力测量
引用本文:刘允芳.在单钻孔中水压致裂法的三维地应力测量[J].岩石力学与工程学报,1999,18(2):192-192.
作者姓名:刘允芳
作者单位:长江科学院岩基所,武汉,430010
摘    要: 提出了利用钻孔中原生裂隙的重张试验, 在单钻孔中进行水压致裂法的三维地应力测量的原理和方法。对利用原生裂隙的重张试验及其与完整岩体段常规压裂试验相结合的两种基本情况, 推导了计算公式, 可操作性很强。

关 键 词:水压致裂法三维地应力测量原生裂隙单个钻孔
收稿时间:1997-12-26
修稿时间:1998-4-13

3-DIMENSIONAL GEOSTRESS MEASUREMENT BY HYDRAULIC FRACTURING TECHNIQUE IN ONE BOREHOLE
Liu Yunfang.3-DIMENSIONAL GEOSTRESS MEASUREMENT BY HYDRAULIC FRACTURING TECHNIQUE IN ONE BOREHOLE[J].Chinese Journal of Rock Mechanics and Engineering,1999,18(2):192-192.
Authors:Liu Yunfang
Abstract:A method of 3dimensional geostress measurement by hydraulic fracturing technique in one borehole is suggested. It is based on utilizing reopening tests of the preexisting fissures in borehole. The specific calculating formulas are derived for two cases in which reopening tests of preexisting fissures are only utilized or it is combined with conventional hydraulic fracturing in intact rock section. These methods possess the advantage of easy practial operation.
Keywords:hydraulic fracturing technique  3dimensional geostress measurement  preexisting fissures  one borehole  
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