首页> 外文期刊>Tectonophysics: International Journal of Geotectonics and the Geology and Physics of the Interior of the Earth >Pressure dependence of density, porosity, compressional wave velocity of fault rocks from the ruptures of the 2008 Wenchuan earthquake, China
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Pressure dependence of density, porosity, compressional wave velocity of fault rocks from the ruptures of the 2008 Wenchuan earthquake, China

机译:2008年汶川地震破裂带断层岩石的密度,孔隙率和压缩波速度与压力的关系

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The uniaxial compressibility (β), density (ρ), porosity (φ) and P-wave velocity (V_p) of fault rocks fromthe rupture zone of the 2008Wenchuan earthquake, China, were systematically measured at pressures ranging from 10 MPa to 600 MPa on oedometer at room temperature. This paper provides a new approach to measure total pores as the function of pressure. The total pores can be divided into two portions, compliant pores and framework ones. The former is fully closed at the pressure P_(cp) - "closure pressure of compliant pore" and the latter can survive in specimens even when the pressure reaches 600 MPa. The observations demonstrate that ρ and V_p nonlinearly rise with pressurization at low pressure regime followed by a linearly upward tendency at pressure beyond P_(cp)~ ρ and P_(cp)~ v. However, the β-values, pressure derivatives of density (D_ρ) and of velocity (D_v) are at least one order of magnitude higher than the counterparts of crystallized rocks, which are attributed to the persistence of framework pores at pressure beyond P_(cp). Hence,we conclude that a linear rise in elastic wave velocity with pressurization should not be regarded as the criterion for the judgment of pore-freematerials. Furthermore, the experimental results provide a reliable constraint on the porosity of fault rocks as the function of depth.
机译:2008年汶川地震破裂带断层岩的单轴可压缩性(β),密度(ρ),孔隙度(φ)和纵波速度(V_p)在10 MPa至600 MPa的压力下进行了系统测量。室温下的里程表。本文提供了一种测量总孔隙随压力变化的新方法。总孔可分为两部分,顺应性孔和骨架孔。前者在压力P_(cp)-“顺应性孔隙的闭合压力”下完全闭合,而后者即使在压力达到600 MPa时也能幸存下来。观测结果表明,ρ和V_p在低压状态下随压力非线性增加,然后在超过P_(cp)〜ρ和P_(cp)〜v的压力下呈线性上升趋势。但是,β值是密度的压力导数( D_ρ)和速度(D_v)比结晶岩石的对应物至少高一个数量级,这归因于压力超过P_(cp)时骨架孔隙的持久性。因此,我们得出结论,弹性波速度随压力的线性上升不应被视为判断无孔材料的标准。此外,实验结果对断层孔隙度随深度的变化提供了可靠的约束。

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