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111.
Two distinct phases are commonly observed at the initial part of seismograms of large shallow earthquakes: low-frequency and low-amplitude waves following the onset of a P wave ( P 1 ) are interrupted by the arrival of the second impulsive phase P2 enriched with high-frequency components. This observation suggests that a large shallow earthquake involves two qualitatively different stages of rupture at its nucleation.
We propose a theoretical model that can naturally explain the above nucleation behaviour. The model is 2-D and the deformation is assumed to be anti-plane. A key clement in our model is the assumption of a zone in which numbers of pre-existing cracks are densely distributed; this cracked zone is a model for the fault zone. Dynamic crack growth nucleated in such a zone is intensely affected by the crack interactions, which exert two conflicting effects: one tends to accelerate the crack growth, and the other tends to decelerate it. The accelerating and decelerating effects are generally ascribable to coplanar and non-coplanar crack interactions, respectively. We rigorously treat the multiple interactions among the cracks, using the boundary integral equation method (BIEM), and assume the critical stress fracture criterion for the analysis of spontaneous crack propagation.
Our analysis shows that a dynamic rupture nucleated in the cracked zone begins to grow slowly due to the relative predominance of non-coplanar interactions. This process radiates the P1 phase. If the crack continues to grow, coalescence with adjacent coplanar cracks occurs after a short time. Then, coplanar interactions suddenly begin to prevail and crack growth is accelerated; the P2 phase is emitted in this process. It is interpreted that the two distinct phases appear in the process of the transition from non-coplanar to coplanar interaction predominance. 相似文献
We propose a theoretical model that can naturally explain the above nucleation behaviour. The model is 2-D and the deformation is assumed to be anti-plane. A key clement in our model is the assumption of a zone in which numbers of pre-existing cracks are densely distributed; this cracked zone is a model for the fault zone. Dynamic crack growth nucleated in such a zone is intensely affected by the crack interactions, which exert two conflicting effects: one tends to accelerate the crack growth, and the other tends to decelerate it. The accelerating and decelerating effects are generally ascribable to coplanar and non-coplanar crack interactions, respectively. We rigorously treat the multiple interactions among the cracks, using the boundary integral equation method (BIEM), and assume the critical stress fracture criterion for the analysis of spontaneous crack propagation.
Our analysis shows that a dynamic rupture nucleated in the cracked zone begins to grow slowly due to the relative predominance of non-coplanar interactions. This process radiates the P
112.
The phase velocity and the attenuation coefficient of compressional seismic waves, propagating in poroelastic, fluid-saturated, laminated sediments, are computed analytically from first principles. The wavefield is found to be strongly affected by the medium heterogeneity. Impedance fluctuations lead to poroelastic scattering; variations of the layer compressibilities cause inter-layer flow (a 1-D macroscopic local flow). These effects result in significant attenuation and dispersion of the seismic wavefield, even in the surface seismic frequency range, 10–100 Hz. The various attenuation mechanisms are found to be approximately additive, dominated by inter-layer flow at very low frequencies. Elastic scattering is important over a broad frequency range from seismic to sonic frequencies. Biot's global flow (the relative displacement of solid frame and fluid) contributes mainly in the range of ultrasonic frequencies. From the seismic frequency range up to ultrasonic frequencies, attenuation due to heterogeneity is strongly enhanced compared to homogeneous Biot models. Simple analytical expressions for the P -wave phase velocity and attenuation coefficient are presented as functions of frequency and of statistical medium parameters (correlation lengths, variances). These results automatically include different asymptotic approximations, such as poroelastic Backus averaging in the quasi-static and the no-flow limits, geometrical optics, and intermediate frequency ranges. 相似文献
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114.
泥石流等级是描述一次泥石流规模大小的定量指标,泥石流灾度是描述一次泥石流造成社会损失大小的定量指标。这两个指标概念明确,简单易行,有利于使描述泥石流规模大小和灾情程度的术语逐步规范化、定量化和普及化。 相似文献
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116.
大吉山钨矿床成矿的新认识 总被引:5,自引:2,他引:5
在综合分析大吉山花岗岩型和石英脉型钨矿床的矿体形态、矿石成分及蚀变、结构构造特征以及硫、氢氧同位素地质特征的基础上,主要依据花岗岩型钨矿体上部出现似伟晶岩带、石英带,矿体呈似层状,发育钨巢,围岩蚀变微弱的特点;石英脉型钨矿普遍出现“砂包”,矿化最强的中部围岩蚀变弱,甚至不发育,脉石矿物与钨巢中造岩矿物相似等特点。提出大吉山钨矿床是由岩浆液态分离成矿作用形成的新认识。 相似文献
117.
碳酸盐岩的反射光谱特征的研究及应用 总被引:2,自引:0,他引:2
在室内对新疆塔里木盆地西北缘柯坪地区碳酸盐岩的反射光谱进行了测量。分析结果表明:碳酸盐岩的特征吸收谱带位于2300~2350nm,随着碳酸盐岩中Mg2+含量的增加,其特征吸收谱带的中心波长位置具有向短波长方向移动的特点;同时,随着碳酸盐岩中碳酸盐矿物含量的增加,其特征吸收谱带的深度(D)也有增大的趋势,并且岩石的平均反射率(R)也随着增高。根据这些特征可以判定碳酸盐岩的岩石类型及碳酸盐矿物的相对含量 相似文献
118.
119.
用土的分形结构确定土的水份特征曲线 总被引:4,自引:4,他引:4
运用筛析法和比重计法,分析了宁夏膨胀土的颗粒分布,发现粒径介于0.002~0.1mm的粒度分布是分形的,分维介于2.46~2.67;运用上孔隙分布的分维确定水份特征曲线,得到了很好的结果。此外,还探讨了粒度分形分布的机制。 相似文献
120.
应用岩石学、矿物学、地球化学及岩浆物理学等的理论和方法,对苏州地区I型和A型花岗岩的特征及成因进行了对比研究,得出以下主要结论:I型花岗岩为晚侏罗世火山弧压性环境产物,侵位较深;而A型者为A2型花岗岩,为早白垩世造山后张性环境产物,侵位较浅,具晶洞构造.A型比I型花岗岩以酸度、碱度、Al,F含量高而H2O+含量低,以REE及不相容元素丰度高,负Eu异常强,而w(LREE)/w(HREE)低为特色.A型者矿物结晶顺序先浅色后暗色,暗色矿物以富铁贫镁、REE分配系数高及负Eu异常明显及长石富碱贫钙,而与I型花岗岩不同.A型者副矿物40余种,属锆石-褐帘石-萤石型,锆石结晶温度高,(110),(111)晶面发育;而I型者仅10余种,属榍石-锆石-磷灰石型,锆石结晶温度低,(100),(311)晶面发育.I型花岗岩为幔源岩浆与下地壳部分熔融岩浆混合及AFC作用产物,而A型花岗岩为残余下地壳(麻粒岩相)熔融后分离结晶产物,二者并非同源岩浆演化关系.A型比I型岩浆来源浅,酸度大,含水少;故岩浆密度小,粘度大,上升慢,冷凝长.受密度筛影响,A型花岗岩岩浆房及侵位深度小于I型 相似文献