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Field Application of a Novel Core-based In-Situ Stress Estimation Technique

机译:新型基于岩心的原地应力估算技术的现场应用

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In this paper, we present the first field application of a novelrnmethod to estimate in-situ rock stress. This technique, whichrnwe have baptized "PKM (Pestman-Kenter-vanMunster)rnmethod", uses Acoustic Emission-controlled polyaxialrnreloading of core in the laboratory. The method worksrnanalogous to the Kaiser effect that is observed when reloadingrnalong a single stress axis. Contrary to other Acoustic Emissionrnmethods, our novel approach is likely to measure present-dayrnstresses, even if the core has been subjected to paleo-stressesrnthat are higher than the present day stresses . Proof of conceptrnof the method has been provided using extensive experimentalrnwork on outcrop sandstone (which was subjected to a stressrnpath simulating burial, coring and core retrieval to surface), arnsimple analytic model and numerical simulations using a 3Drndiscrete particle method.rnRecently, the method was applied for the first time on realrncore material, a preserved sandstone core from thernMunnekezijl field (onshore gas) of NAM (NederlandschernAardolie Maatschappij) in The Netherlands. An advantage ofrnfirst application of the technique to this field was that therernwas availability of good quality stress estimates (for the samernlayer as where our core was taken) obtained from otherrnmethods. A study including hydraulic frac data and boreholernbreakout shape had been performed in the past to estimate thernmagnitudes of the major and minor horizontal effective stress.rnHence, the results of our method could be compared to otherrngood quality data.rnThree samples have been cut from core taken at a depth ofrnsome 4000 m [13000 ft] in the Munnekezijl field, forrnapplication of our PKM method. Only the weakest samplernshowed a clear stress memory effect, and was used for stressrnestimation using our method. The results compared veryrnsatisfactorily with the estimates from the hydraulic frac datarnand borehole breakout analysis. Although this is only the firstrnapplication, and further validation is needed, these resultsrnshow a clear promise of the PKM method.
机译:在本文中,我们介绍了一种新颖的方法在现场估算岩石应力方面的首次应用。这项技术,我们已经为“ PKM(Pestman-Kenter-vanMunster)方法”洗礼,它在实验室中使用了声发射控制的岩心多轴重载。该方法类似于沿单个应力轴重新加载时观察到的Kaiser效应。与其他声发射方法相反,即使岩心受到的古应力大于当今的应力,我们的新方法也可能测量当前的应力。该方法的概念证明是通过在露头砂岩上进行广泛的实验工作(经受应力路径模拟埋藏,取芯和取回地表),简单的解析模型以及使用3D离散颗粒法进行的数值模拟来提供的。首次使用的是实心岩心材料,是荷兰NAM(NederlandschernAardolie Maatschappij)的rnMunnekezijl气田(陆上天然气)保存的砂岩心。该技术在该领域的首次应用的优势在于,可以从其他方法获得高质量的应力估算值(与采用我们核心的层相同)。过去已经进行了包括水力压裂数据和钻孔破裂形态的研究,以估计主要和次要水平有效应力的幅值。因此,我们的方法的结果可以与其他优质数据进行比较。在Munnekezijl油田约4000 m [13000 ft]的深度处,我们的PKM方法无法应用。只有最弱的样本显示出明显的应力记忆效果,并使用我们的方法进行应力估计。结果与水力压裂数据和井眼突围分析的估计值非常令人满意。尽管这只是第一个应用,并且需要进一步的验证,但是这些结果显示了PKM方法的明确前景。

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