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首页> 外文期刊>Journal of Asian earth sciences >Seismic velocities, density, porosity, and permeability measured at a deep hole penetrating the Chelungpu fault in central Taiwan
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Seismic velocities, density, porosity, and permeability measured at a deep hole penetrating the Chelungpu fault in central Taiwan

机译:在台湾中部切龙普断裂穿透的深孔中测得的地震速度,密度,孔隙率和渗透率

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摘要

On September 20, 1999, the M_S7.6 Chi-Chi earthquake ruptured the Chelungpu fault in central Taiwan. After the earthquake, two deep boreholes cutting the fault were drilled. The seismic velocities (P- and S-wave velocities denoted by v_p and U_s) were well-logged at a 2000-m deep hole. The values of density, porosity and permeability of ten rock samples obtained at different depths were measured in the laboratory. Well-logged and measured results are used to study the following problems: (1) the depth variations in seismic velocities, porosity, and permeability; (2) the relationship between P- and S-wave velocities; (3) porosity-dependence of P- and S-wave velocities and their ratio; and (4) porosity-dependence of density. Results show that the polynomial can describe the depth variations in seismic velocities. The porosity slightly decreases with increasing depth. The permeability is depth-dependent and can be described by a polynomial, but the functions are different for different rock types. The porosity and permeability in the fault zone cannot be evaluated from the related depth-dependent functions inferred from wall rocks. A linear relationship, which is different from v_s = 0.58 v_p for the perfectly elastic materials, exists between v_s and v_p. Seismic velocities linearly decrease with increasing porosity. The ratio of v_p to v_s slightly depends on the porosity. The porosity-dependent functions of bulk and shear modulus are constructed and their values for dry rocks are also evaluated.
机译:1999年9月20日,M_S7.6 Chi-Chi地震使台湾中部的切龙普断裂断裂。地震后,钻了两个切割断层的深孔。地震速度(用v_p和U_s表示的P波和S波速度)在2000 m深的井眼中测井良好。在实验室中测量了十个在不同深度获得的岩石样品的密度,孔隙率和渗透率值。测井和测得的结果用于研究以下问题:(1)地震速度,孔隙度和渗透率的深度变化; (2)纵波和横波速度之间的关系; (3)纵波速度和横波速度的孔隙率相关性及其比率; (4)孔隙度与密度的关系。结果表明,多项式可以描述地震速度的深度变化。孔隙度随深度的增加而略有降低。渗透率是与深度有关的,可以用多项式描述,但是对于不同的岩石类型,其功能是不同的。断层带的孔隙度和渗透率不能根据围岩推断的深度相关函数进行评估。 v_s和v_p之间存在线性关系,该线性关系不同于完全弹性材料的v_s = 0.58 v_p。地震速度随孔隙度的增加而线性降低。 v_p与v_s的比率略微取决于孔隙率。构造了与孔隙率相关的体积和剪切模量函数,并对干岩石的值进行了评估。

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