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Acoustic and petrophysical properties of mechanically compacted overconsolidated sands: part 1 - experimental results

机译:机械压实的超固结砂的声学和岩石物理特性:第1部分-实验结果

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This paper part one is set out to lay primary observations of experimental compaction measurements to form the basis for rock physics modelling in paper part two. P- and S-wave velocities and corresponding petrophysical (porosity and density) properties of seven unconsolidated natural sands with different mineralogical compositions and textures are reported. The samples were compacted in a uniaxial strain configuration from 0.5 up to 30 MPa effective stresses. Each sand sample was subjected to three loading cycles to study the influence of stress reduction on acoustic velocities and rock physical properties with the key focus on simulating a complex burial history with periods of uplift. Results show significant differences in rock physical properties between normal compaction and overconsolidation (unloaded and reloaded). The differences observed for total porosity, density, and P- and S-wave velocities are attributed to irrecoverable permanent deformation. Microtextural differences affect petrophysical, acoustic, elastic and mechanical properties, mostly during normal consolidation but are less significant during unloading and reloading. Different pre-consolidation stress magnitudes, stress conditions (isotropic or uniaxial) and mineral compositions do not significantly affect the change in porosity and velocities during unloading as a similar steep velocity-porosity gradient is observed. The magnitude of change in the total porosity is low compared to the associated change in P- and S-wave velocities during stress release. This can be explained by the different sensitivity of the porosity and acoustic properties (velocities) to the change in stress. Stress reduction during unloading yields maximum changes in the total porosity, P- and S-wave velocities of 5%, 25%, and 50%, respectively. These proportions constitute the basis for the following empirical (approximation) correlations: phi approximate to +/- 5 V-P and V-P approximate to +/- 2V(S). The patterns observed in the experiments are similar to well log data from the Barents Sea. Applications to rock physics modelling and reservoir monitoring are reported in a companion paper.
机译:本文第一部分着手对实验压实度测量值进行初步观察,从而为第二部分论文中岩石物理建模奠定基础。报道了七个具有不同矿物组成和质地的未固结天然砂的P和S波速度以及相应的岩石物理(孔隙度和密度)特性。样品以0.5至30 MPa的有效应力的单轴应变配置压实。每个砂样品都经历了三个加载周期,以研究应力降低对声速和岩石物理特性的影响,重点是模拟具有隆起周期的复杂埋藏历史。结果表明,正常压实和超固结(卸载和再装载)之间的岩石物理性质存在显着差异。观察到的总孔隙率,密度以及P波和S波速度的差异归因于不可恢复的永久变形。微观结构差异会影响岩石物理,声学,弹性和机械性能,主要是在正常固结期间,而在卸货和重装期间影响较小。在固结过程中,不同的预固结应力大小,应力条件(各向同性或单轴应力)和矿物成分不会显着影响卸载过程中孔隙率和速度的变化,因为观察到相似的陡峭的速度-孔隙度梯度。与应力释放过程中P波和S波速度的相关变化相比,总孔隙度的变化幅度较小。这可以通过孔隙率和声学特性(速度)对应力变化的不同敏感性来解释。卸荷过程中的应力降低使总孔隙率,P波和S波速度的最大变化分别为5%,25%和50%。这些比例构成以下经验(近似)相关性的基础:phi大约为+/- 5 V-P,V-P大约为+/- 2V(S)。实验中观察到的模式类似于来自巴伦支海的测井数据。伴随论文报道了岩石物理建模和储层监测的应用。

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