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A laboratory study of low-frequency wave dispersion and attenuation in water-saturated sandstones

机译:水饱和砂岩中低频波频散和衰减的室内研究

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Laboratory measurements of elastic and anelastic parameters of dry and water-saturated sandstones with low (0.7- and 1.1-mD) and high (425-mD) permeability have been conducted at seismic frequencies (0.1 to 120 Hz). The experiments were performed with a laboratory apparatus that measures the stress-strain relationship in the linear regime. The extensional attenuation in water-saturated low-permeability sandstones exhibits prominent peaks in the seismic band, accompanied by considerable dispersion. Variations in attenuation and dispersion in the high-permeability sandstone are below the measurement error, as is the moduli dispersion in all the sandstones in dry condition. The experiments demonstrate that for low-permeability rocks, seismic frequencies do not necessarily correspond to the low-frequency limit (relaxed pore-fluid pressures) of acoustic wave dispersion.
机译:在地震频率(0.1至120 Hz)下,对渗透率低(0.7和1.1mD)和高(425-mD)的干燥和水饱和砂岩的弹性和无弹性参数进行了实验室测量。用在线性状态下测量应力-应变关系的实验室设备进行实验。含水饱和的低渗透性砂岩的伸展衰减在地震带上显示出明显的峰值,并伴随着相当大的分散。高渗透率砂岩中衰减和色散的变化低于测量误差,所有砂岩在干燥条件下的模量色散也是如此。实验表明,对于低渗透率的岩石,地震频率不一定对应于声波频散的低频极限(松弛的孔隙流体压力)。

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