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581.
本文尝试直接利用地震图记录中的Ps转换波,而非传统的接收函数方法,检测地壳介质的各向异性.虽然远震记录中的P波对Ps转换波会有干扰,但P波与Ps转换波具有不同的偏振特性,最小能量法可以将Ps转换波的各向异性参数检测出来,对时间窗的选择也很强壮.本文利用IC台网(New China Digital Seismograph Network,中国新数字地震台网)中的KMI,ENH,LSA,BJT,XAN,WMQ六个台站接收的宽频远震记录进行了测试,并且对比了接收函数方法的结果.研究表明,利用最小能量法直接测量与利用旋转相关法测量接收函数中Ps转换波的结果基本一致.两种方法测量所得的快波偏振方向与地壳运动方向,最大水平主压应力方向,震源机制解压缩轴方向,最大主压应变率方向以及已有的各向异性研究结果基本一致. 相似文献
582.
由于海底介质受沉积环境的影响,层理发育呈现明显各向异性特征.对于海洋可控源电磁法各向异性的研究以往主要局限于一维和二维模型,为更深入了解复杂情况下海底各向异性对海洋可控源电磁响应的影响规律,本文开展三维任意各向异性介质中海洋可控源电磁法正演研究.采用交错网格有限差分技术,通过对任意各向异性介质电导率张量实行体积和空间电流密度平均,完成海洋可控源电磁二次散射电场的离散化,成功实现任意各向异性介质中海洋可控源电磁正演模拟.通过对几种典型各向异性电性模型条件下海洋电磁电场多分量响应及分布特征和各向同性情况的对比分析,总结电各向异性对海洋电磁响应的影响规律和识别方法.本文算法研究及算例可为海洋可控源电磁数据精细化处理解释提供技术支撑. 相似文献
583.
颗粒破碎是影响砂土宏-微观力学性质的重要因素。采用改进型的可破碎颗粒生成方法,通过设置不同强度的平行黏结键模拟不同强度的可破碎颗粒,并借用基于离散元方法(DEM)的双轴压缩试验详细研究了可破碎性土在剪切过程中颗粒破碎率/平均破碎程度、微观尺度上的能量耗散分配机制、剪切破碎带形成以及断裂键各向异性的演化过程。结果表明,颗粒破碎强烈地影响砂土在宏观尺度上的力学响应、颗粒尺度上的能量分配机制以及剪切过程中的颗粒的组织结构演化。颗粒破碎主要影响小应变阶段各能量耗散元的分配机制,而在临界状态下剪切带内的颗粒摩擦以及破碎耗能是消耗外界功的主要因素。数值结果亦表明,颗粒的破碎伴随着整个剪切过程,但破碎率的增长速度却随着剪切应变的发展逐渐降低。另外,在剪切过程中,对于低破碎性土,在临界状态下剪切破碎带基本形成,带内的原有组织结构被打乱,断裂键的各向异性也随之弱化。 相似文献
584.
为研究原状马兰黄土的渗透各向异性,以延安削山造地重大工程开挖所揭露的完整黄土剖面中的马兰黄土层为研究对象,采用室内变水头渗透试验获取不同埋深不同渗流时长原状黄土垂直向和水平向的渗透系数,并对试验前后黄土试样垂直向和水平向SEM(scanning electron microscope)电镜扫描结果进行分析,从微观结构上揭示原状马兰黄土结构各向异性的原因。结果表明:原状黄土垂直向和水平向饱和渗透系数具有显著各向异性,且垂直向和水平向渗透系数都随渗流时间的持续而减小,各向异性渗透性能在时间尺度上具有某种衰减关系;同时,原状黄土各向异渗透性能随埋深的增大而逐渐减弱;土颗粒结构的接触、排列方式是导致黄土原生各向异性的根本原因,也是导致渗流初始阶段渗透系数各向异性的原因,而渗流作用产生的次生结构各向异性则使渗透系数各向异性在时间尺度上表现得更为明显。 相似文献
585.
586.
The undrained stability of slopes in anisotropic fine-grained soils is studied in this paper using the finite element method (FEM). A constitutive model is presented, able to account for the observed variation of undrained strength with loading direction. The model is able to encompass the different strength distributions observed in normally, slightly overconsolidated and heavily overconsolidated soils. A series of stability analyses have been performed to explore the effect of the type of undrained strength anisotropy on the stability and failure mechanisms of slopes of different inclinations. In addition, a real case study of the failure of an underwater slope is analysed with the numerical approach presented. It suggests that, by considering undrained strength anisotropy, the failure can be satisfactorily explained. 相似文献
587.
588.
Modeling the Effects of Heterogeneity and Anisotropy on the Excavation Damaged/Disturbed Zone (EDZ) 总被引:2,自引:0,他引:2
S. H. Wang C. I. Lee P. G. Ranjith C. A. Tang 《Rock Mechanics and Rock Engineering》2009,42(2):229-258
Summary When modeling the mechanical behavior of underground excavations, it is necessary to include the influence of the rock mass
characteristics on the Excavation Damaged/Disturbed Zone (EDZ). In this paper, the Realistic Failure Process Analysis code,
RFPA, is used to model the extent of the EDZ. The inhomogeneous characteristics of rock at the mesoscopic level are included
by assuming that the material properties of the constituent elements conform to a Weibull distribution; the anisotropy is
incorporated as a transversely isotropic medium; the non-elastic characteristic is simulated via an elastic damage-based constitutive
law. A finite element program is adopted as the basic stress analysis tool. In this study, a notable feature is that no a
priori assumptions need to be made about where and how fracture and failure will occur – cracking can take place spontaneously
and can exhibit a variety of mechanisms when certain local stress conditions are met. The deformation and failure process
of anisotropic rock around excavations of different geometries is analyzed, and compared to experimental tests, showing similar
fracture patterns. Additionally, the effect of confining stress and of different material layers is modeled and discussed.
It is found that the model clearly illustrates that fracturing, both initiation and propagation, occurs as a combination of
the stress concentrations and weakness planes introduced via the transverse anisotropy – which could represent either foliations
or ubiquitous joint sets.
Correspondence: Dr. Shuhong Wang, Box 265, School of Resource and Civil Engineering, Northeastern University, Shenyang 110004,
P.R. China 相似文献
589.
Elastic Solution for Deep Tunnels. Application to Excavation Damage Zone and Rockbolt Support 总被引:1,自引:1,他引:0
A. Bobet 《Rock Mechanics and Rock Engineering》2009,42(2):147-174
Summary A new formulation is presented for deep circular tunnels in rock with cylindrical anisotropy. The formulation is an exact
solution since it satisfies equilibrium, strain compatibility, and the anisotropic constitutive model. Complete solutions
have been found for two scenarios: tunnel with excavation damage zone, and tunnel with rockbolt support. The solution is based
on the assumption of a deep, circular tunnel in a medium with two homogeneous zones: an inner zone surrounding the tunnel,
which is either isotropic or anisotropic, and an outer zone, for the remainder of the medium, which is isotropic. Plane strain
conditions, elastic response of rock, rockbolts and support, and simultaneous excavation and support installation are also
assumed. For tunnels surrounded by an excavation damage zone with reduced rock properties, the tangential stresses and the
radial deformations at the tunnel wall are very sensitive to both the magnitude of stiffness reduction of the damaged rock
and the size of the damaged zone. The effect of the rockbolts on the rock is approximated by treating the rockbolt-rock composite
as a material with cylindrical anisotropy with stiffnesses related to the properties of the rock and rockbolts, and spacing
of the rockbolts. Comparisons between the analytical solution and a numerical method show small differences and provide confidence
in the approach suggested. 相似文献
590.
Results from a travel-time analysis of three-component shear-wave (S-wave) data recorded in southwest Ireland during a controlled source seismic experiment have been used to investigate the magnitude of crustal anisotropy. The data used were recorded from 20 in-line shots on three-component short-period stations deployed at approximately 1-km spacing along two parallel profiles. Analysis of the travel-time differences between vertically and horizontally polarised S-waves recorded on vertical, radial and transverse seismometer components was undertaken using seismic phases travelling near the Earth's surface (Sg) and reflected from the Moho (SmS). Travel-time differences between the components for both phases scatter largely within the range ± 0.2 s, which is about the uncertainty in the measurements, with no observed coherent variation with shot-receiver offset. Synthetic S-wave seismograms were also computed from 1-D S-wave velocity models with varying degrees of anisotropy in the upper and in the lower crusts. Travel-time differences of Sg and SmS phases picked from these synthetic seismograms confirm that for anisotropies with probable symmetries of magnitude 1–2% in either the upper or lower crust should result in an observable variation of the travel-time differences between the transverse and radial, and transverse and vertical components with source–receiver offset. The study shows that crustal anisotropy does not contribute significantly to the marked anisotropy recently deduced from SKS and SKKS measurements in Ireland, which is therefore confirmed to reside at sub-crustal and deeper mantle levels. 相似文献