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首页> 外文期刊>Tectonophysics: International Journal of Geotectonics and the Geology and Physics of the Interior of the Earth >Determination of three-dimensional in situ stresses from anelastic strain recovery measurement of cores at great depth
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Determination of three-dimensional in situ stresses from anelastic strain recovery measurement of cores at great depth

机译:从大深度岩心的非弹性应变恢复测量确定三维原位应力

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In order to examine whether the anelastic strain recovery (ASR) method can be applied for determining the in situ stress in hard rocks at great depths, the anelastic strain recovery of oriented cores was measured in six independent directions. The core specimens were taken from four depths within the range of about 2400-4500 m MD at the METI Niitsu well in Japan; the rock materials were mudstone, dolerite, basalt and andesite. For all the rocks the expansional anelastic strains were obtained, the magnitude of the strains in various directions continuously measured for 1 or 2 weeks was of the order of 1000 x 10(-6) in mudstone; in contrast, strains of the other cores did not exceed a few hundred microstrains. These strains were used for a three-dimensional analysis of the principal in situ stresses. At the third depth, the principal stress directions were considered to be affected by fractures pre-existing near the core, and showed the features of a very local stress state. With the exception of this data, the directions determined by the ASR method were in agreement with those determined using other in situ measurement methods. Based on two assumptions, i.e., (i) the rock stress in vertical direction is equal to density-related gravitational overburden stress, (ii) the ratio of anelastic strain recovery compliance of shear deformation mode and the compliance of volumetric deformation mode is equal to 2, the values of the three principal stresses were estimated. The values of the minimum principal stress in the plane perpendicular to the well axis determined in this study were in agreement with those determined based on extended leak-off tests (ELOT or XLOT) conducted at the same well. Therefore, it can be said that the ASR method is well suited for use in directly determining the directions of principal in situ stresses in three dimensions and in estimating the magnitude of the stresses in isotropic rocks at great depths, such as those encountered when drilling deep into a submarine seismogenic zone. (c) 2006 Elsevier B.V. All rights reserved.
机译:为了检查是否可以使用非弹性应变恢复(ASR)方法确定大深度硬岩中的原位应力,在六个独立方向上测量了定向岩心的非弹性应变恢复。岩心标本取自日本METI Niitsu井的大约2400-4500 m MD范围内的四个深度。岩石材料为泥岩,白云石,玄武岩和安山岩。对于所有岩石,都获得了膨胀非弹性应变,在泥岩中连续测量1或2周,在各个方向上的应变幅度约为1000 x 10(-6)。相反,其他核心的应变不超过几百个微应变。这些应变用于主要原位应力的三维分析。在第三深度处,主应力方向被认为受岩心附近已存在的裂缝影响,并显示出局部应力状态的特征。除此数据外,通过ASR方法确定的方向与使用其他原位测量方法确定的方向一致。基于两个假设,即(i)垂直方向上的岩石应力等于密度相关的重力上覆应力,(ii)剪切变形模式的无弹性应变恢复顺应性与体积变形模式的顺应性之比等于如图2所示,估计了三个主应力的值。在这项研究中确定的垂直于井轴线的平面中的最小主应力值与基于在同一井进行的扩展泄漏测试(ELOT或XLOT)确定的值一致。因此,可以说,ASR方法非常适合直接确定三维主原应力的方向以及估算大深度各向同性岩石中的应力大小,例如深钻时遇到的应力。进入海底地震发生带。 (c)2006 Elsevier B.V.保留所有权利。

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