首页> 外文会议>International Conference on Experimental Mechanics(ICEM 2006);Asian Conference on Experimental Mechanics(ACEM5); 20060926-29;20060926-29; Jeju(KR);Jeju(KR) >Experimental and theoretical study of frequency and temperature dependence on seismic attenuation of saturated rocks
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Experimental and theoretical study of frequency and temperature dependence on seismic attenuation of saturated rocks

机译:频率和温度对饱和岩石地震衰减影响的实验和理论研究

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摘要

Most rocks are saturated or partly saturated with different fluids under different depth, temperature and pressure conditions. It is generally acknowledged that fluids have the most important effect on the attenuation and dispersion of seismic waves. There exists a relation between frequency- and temperature- dependence on rock's seismic properties. It is not yet clear in literature whether there exist other equally important attenuation mechanisms as that in Biot's model, since there are other sources of dissipation, also related to fluids, that are not considered in Biot theory but that may also contribute to the overall dissipation of seismic energy. Identifying the precise relaxation mechanisms is still the subject of experimental and theoretical research. In this article, a series of experiments are conducted on dry and saturated rocks (sandstone, marble, granite) at different temperatures and frequencies to find the attenuation mechanism of interaction between rock skeleton and pore-fluid. Fluid viscosity generally depends on temperature, so the effect of pore fluid on attenuation is confirmed in terms of apparent viscosity variation of rock caused by the change of pore-fluid conditions (such as frequency or temperature). Based on our experimental data, we develop a new model of macroscopic apparent viscosity in saturated rock which is consistent with the nonlinear relaxation law. It helps to derive the analytical expressions to compute velocity dispersion and attenuation as functions of frequency and temperature.
机译:在不同的深度,温度和压力条件下,大多数岩石被不同的流体饱和或部分饱和。人们普遍认为,流体对地震波的衰减和弥散具有最重要的影响。频率和温度对岩石抗震性能的依赖关系。文献中尚不存在与Biot模型相同的重要衰减机制,因为Biot理论中没有考虑其他与流体有关的耗散源,这些耗散源也与流体有关,但也可能有助于整体耗散。地震能量。确定精确的松弛机制仍然是实验和理论研究的主题。在本文中,对干燥和饱和的岩石(砂岩,大理石,花岗岩)在不同温度和频率下进行了一系列实验,以发现岩石骨架与孔隙流体之间相互作用的衰减机理。流体的粘度通常取决于温度,因此可以根据孔隙流体条件(例如频率或温度)的变化所引起的岩石表观粘度变化来确定孔隙流体对衰减的影响。根据我们的实验数据,我们建立了一个与非线性松弛定律一致的饱和岩石宏观表观粘度的新模型。它有助于导出解析表达式,以计算速度分散和衰减随频率和温度的变化。

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