2017
DOI: 10.5194/se-8-479-2017
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Modeling of the in situ state of stress in elastic layered rock subject to stress and strain-driven tectonic forces

Abstract: Abstract. In this study we describe and compare eight different strategies to predict the depth variation of stress within a layered rock formation. This reveals the inherent uncertainties in stress prediction from elastic properties and stress measurements, as well as the geologic implications of the different models. The predictive strategies are based on well log data and in some cases on in situ stress measurements, combined with the weight of the overburden rock, the pore pressure, the depth variation in … Show more

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Cited by 10 publications
(4 citation statements)
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“…Since the latter have often negative magnitudes (Cipolla et al, ; Van der Baan et al, ), indicating fracture lengths on the order of meters to tens of meters, the existence of strong stress heterogeneities is very likely even at several kilometers depth. Indeed, numerical modeling of stresses in elastic media shows that stress and material heterogeneity are coupled (Roche & Van der Baan, , ).…”
Section: Interpretation and Wider Implicationsmentioning
confidence: 99%
“…Since the latter have often negative magnitudes (Cipolla et al, ; Van der Baan et al, ), indicating fracture lengths on the order of meters to tens of meters, the existence of strong stress heterogeneities is very likely even at several kilometers depth. Indeed, numerical modeling of stresses in elastic media shows that stress and material heterogeneity are coupled (Roche & Van der Baan, , ).…”
Section: Interpretation and Wider Implicationsmentioning
confidence: 99%
“…This is because the acute angle between the two conjugate faults exceeds considerably the Andersonian 607. The Barmer rift being filled up by layer sedimentary rocks, the applied tectonic stress varied, presumably through those layers (e.g., Roche and van der Baan 2017). This possibly produced non-Andersonian faulting within the basin.…”
Section: Discussionmentioning
confidence: 99%
“…), terrestrial stresses like seasonal variations, moon pull, diurnal stresses and other geological features [45][46][47][48][49][50][51]. Because in-situ stress distribution and k ratio can immediately change underground, safe yielding zone estimation is preferable for the rock support design in engineering applications [52][53][54][55]. The k ratio of 2 is not extraordinary high to see in the rock engineering applications.…”
Section: Geoscience Engineeringmentioning
confidence: 99%