基于岩石圈厚度和地幔横向黏度变化的地幔对流模型重估云南地区剪切波各向异性源的深度     

朱涛  马小溪 《地学前缘》2021,28(2):284-295

在已有模型的基础上,考虑岩石圈厚度和软流层横向黏度的变化,本文建立了更接近地球实际情形的地幔对流模型,然后重新推测了导致云南地区剪切波各向异性的软流层源的深度。结果表明:岩石圈厚度和软流层横向黏度变化对云南地区的软流层各向异性源的深度及软流层的变形程度和机制具有重要影响;软流层各向异性对云南西南部区域、东部区域北纬26°N以南和四川盆地及其西缘的剪切波分裂具有明显的贡献,它们分别位于90~180、170~330和200~320 km深度;在云南西南部区域和东部区域北纬26°N以南,导致剪切波分裂的软流层可能处于大剪切变形状态,主要受地幔流动方向/流动平面模式控制,而四川盆地及其西缘的则处于小剪切变形状态,主要受应变模式的控制。  相似文献   

Anisotropic damage of rock joints during cyclic loading: constitutive framework and numerical integration     

Joshua A. White 《国际地质力学数值与分析法杂志》2014,38(10):1036-1057

This work describes a constitutive framework for modeling the behavior of rough joints under cyclic loading. Particular attention is paid to the intrinsic links between dilatancy, surface degradation, and mobilized shear strength. The framework also accounts for the important effect of shear‐induced anisotropy. The resulting approach is fully three‐dimensional and is not restricted to plane‐displacement kinematics. Both the governing formulation and an algorithm for implicit numerical integration are presented. While the proposed methods are general, we also postulate a specific model that is compared with experimental data. It employs relatively few free parameters but shows good agreement with laboratory tests. Copyright © 2013 John Wiley & Sons, Ltd.  相似文献   

Bounding surface SANICLAY plasticity model for cyclic clay behavior     

Gaziz Seidalinov  Mahdi Taiebat 《国际地质力学数值与分析法杂志》2014,38(7):702-724

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An approach to model the mechanical behavior of transversely isotropic materials          下载免费PDF全文

M. Mahjoub  A. Rouabhi  M. Tijani  S. Granet 《国际地质力学数值与分析法杂志》2016,40(6):942-961

The present work proposes an approach to adapt existing isotropic models to transversely isotropic materials. The main idea is to introduce equivalence relations between the real material and a fictitious isotropic one on which one can take all the advantages of the well‐established isotropic theory. Two applications of this approach are presented here: a failure criterion and a damage model that takes into account the load‐induced anisotropy. In both cases, theoretical predictions are in agreement with the experimental data. In the present paper, the developed approach is applied to sedimentary rock materials; nevertheless, it can be generalized to any material that exhibits transverse isotropy. Copyright © 2015 John Wiley & Sons, Ltd.  相似文献   

Fabric evolution within shear bands of granular materials and its relation to critical state theory   总被引：2，自引：0，他引：2  

Pengcheng Fu  Yannis F. Dafalias 《国际地质力学数值与分析法杂志》2011,35(18):1918-1948

In an effort to study the relation of fabrics to the critical states of granular aggregates, the discrete element method (DEM) is used to investigate the evolution of fabrics of virtual granular materials consisting of 2D elongated particles. Specimens with a great variety of initial fabrics in terms of void ratios, preferred particle orientations, and intensities of fabric anisotropy were fabricated and tested with direct shear and biaxial compression tests. During loading of a typical specimen, deformation naturally localizes within shear bands while the remaining of the sample stops deforming. Thus, studying the evolution of fabric requires performing continuous local fabric measurements inside these bands, a suitable task for the proposed DEM methodology. It is found that a common ultimate/critical state is eventually reached by all specimens regardless of their initial states. The ultimate/critical state is characterized by a critical void ratio e which depends on the mean stress p, while the other critical state fabric variables related to particle orientations are largely independent of p. These findings confirm the uniqueness of the critical state line in the e ? p space, and show that the critical state itself is necessarily anisotropic. Additional findings include the following: (1) shear bands are highly heterogeneous and critical states exist only in a statistical sense; (2) critical states can only be reached at very large local shear deformations, which are not always obtained by biaxial compression tests (both physical and numerical); (3) the fabric evolution processes are very complex and highly dependent on the initial fabrics. Copyright © 2010 John Wiley & Sons, Ltd.  相似文献   

各向异性介质转换波速度逐层单参数分析方法     

李勤  李庆春 《物探与化探》2011,35(2):270-273

转换波的时距曲线是非双曲线方程,由于介质的各向异性,使得转换波在实际地层中的传播更为复杂。针对各向异性介质中PSV转换波的速度分析展开讨论,鉴于各向异性介质的PSV波速度分析不能脱离PP波数据而单独进行,在学习前人研究成果的基础上,充分利用PP波速度分析的有效信息,对PSV转换波进行逐层单参数分析,在一定程度上简化了速度分析的程序,提高了速度分析的精度,并通过理论模型试算,验证了方法的正确性和可行性。  相似文献   

气煤孔隙度与Thomsen各向异性参数高阶交错网格数值模拟     

李东会  董守华  赵小翠  鲁磊  张聪  李淑杰 《物探与化探》2011,35(6):855-859

对气煤煤样孔隙率测试的基础上,讨论了各向异性系数与孔隙率的关系,表明各向异性的大小与孔隙率之间有一定的关系。应用高阶交错网格差分算法,对一阶速度-应力弹性波方程进行模拟,分析了其稳定性和边界条件。通过对Thomsen各向异性参数的模拟表明,主要控制的是P波的各向异性强弱,δ主要控制水平垂直正交方向上的各向异性强弱。对煤田各向异性研究具有重要意义。  相似文献   

清溪场地区茅口组裂缝储层预测     

范春华 《物探化探计算技术》2011,33(2):212-216,109,110

茅口组储层以生屑灰岩储层为主,储集空间主要为溶孔、裂缝。这里运用P波振幅方位各向异性分析方法,对清溪场构造茅口组储层开展裂缝预测,搞清了裂缝发育与地层岩性以及构造发育之间的关系,明确了裂缝的走向、强度,以及密度发育部位,预测了裂缝的分布范围。实际资料应用表明,用该套方法识别裂缝—溶隙型储层是有效和可靠的,可以检测出有利的裂缝储层发育带。  相似文献   

变异函数在水深场空间结构分析中的应用          下载免费PDF全文

陈轶  彭认灿  张立华  董箭  李宁 《海洋测绘》2011,31(6):63-65

引进了地统计学中的变异函数,通过对我国多幅航海图和港湾图水深数据的计算分析,初步揭示了水深场的空间变异特征.结果表明:水深点的空间相关性与相互间的距离和所表征的海底地形有关;在不同的尺度下水深场的空间变异特征不同;水深场的空间变异存在各向异性.  相似文献   

西沙海域天然气水合物地震资料高密度双谱速度分析技术探讨     

邢涛  陈宏文  张宝金 《海洋与湖沼》2015,46(2):272-277

基于南海西沙海域天然气水合物二维高分辨率多道地震数据资料,使用Geovation地震资料处理系统的高密度双谱速度分析方法进行处理。在叠前时间偏移处理后的道集基础上,进行高密度双谱非双曲线型NMO自动拾取,最终获得解决各向异性问题后的叠前时间偏移剖面。分析结果表明,高密度双谱速度分析技术实现了速度逐道逐点的自动拾取,提高了时间方向的分辨能力、空间方向的分析密度,可以充分挖掘水合物地震数据的潜力。高密度双谱速度分析方法在提高处理质量的同时,可以帮助判定水合物的富集层位,研究似海底反射层附近的详细速度结构,为西沙海域水合物地震资料综合解释提供依据。  相似文献