Strain softening and microstructural evolution of anorthite aggregates and quartz-anorthite layered composites deformed in torsion   总被引：1，自引：0，他引：1  

Shaocheng Ji  Zhenting Jiang  Richard Wirth  Bin Xia 《Earth and Planetary Science Letters》2004,222(2):377-390

Torsion experiments of anorthite (An) aggregates and layered composites with equal volume fractions of quartz (Qtz) and An were performed in a gas-medium apparatus at a confining pressure of 400 MPa, temperatures from 1373 to 1473 K, and twist rates from 1.0×10⁻⁴ to 3.0×10⁻⁴ rad/s. Dense specimens were fabricated from An glass and Qtz crystalline powder using hot isostatic pressing (HIP) techniques. Both An aggregates and Qtz-An layered composites show a continuous strain weakening from a peak stress at γ=0.2-0.3 to γ=3.2, and steady-state flow has not reached under the experimental conditions. The weakening is even more pronounced in the layered composites than the monolithic aggregates, suggesting channeling or localization of flow into the weak material between strong layers. The sheared An specimens developed pervasively C-S-C′ structures which are similar to those observed in natural ductile shear zones. TEM and electron backscattering diffraction (EBSD) fabric analyses suggest that grain boundary migration recrystallization-accommodated dislocation creep with (010)[100] as the dominant slip system was operating in the An. The strain softening may be due to the development of crystallographic preferred orientation (CPO), the operation of dynamic recrystallization and the formation of extremely fine-grained recrystallized material in the narrow C′ shear bands.  相似文献   

Critical Sensitivity in Driven Nonlinear Threshold Systems     

Xiaohui Zhang  Xianghong Xu  Haiyin Wang  Mengfen Xia  Fujiu Ke  Yilong Bai 《Pure and Applied Geophysics》2004,161(9-10):1931-1944

— Rupture in heterogeneous brittle media, including earthquakes, can be regarded as complicated phenomena in driven nonlinear threshold systems. It displays catastrophe transition and sample-specificity, which results in difficulty of rupture prediction. Our numerical simulations indicate that critical sensitivity might be a common precursor of catastrophe transition and thus give a clue to catastrophe prediction. In this paper we present an analytical examination of critical sensitivity in driven nonlinear threshold systems, based on mean field approximation and damage relaxation time model. The result suggests that critical sensitivity is in reality a common feature prior to catastrophe transition in driven nonlinear threshold systems, with disordered mesoscopic heterogeneity. This result seems to be supported by rock experiments.  相似文献   

交错网格高阶差分法三维弹性波数值模拟     

夏凡  董良国  马在田 《应用地球物理》2004,1(1)

本文应用交错网格高阶有限差分方法模拟弹性波在三维各向同性介质中的传播。采用时间上二阶、空间上高阶近似的交错网格高阶差分公式求解三维弹性波位移-应力方程,并在计算边界处应用基于傍轴近似法得到的三维弹性波方程吸收边界条件。在此基础上进行了三维盐丘地质模型的地震波传播数值模拟试算。试算结果表明该方法模拟精度高,在很大程度上减小了数值频散,绕射波更加丰富,而且适用于介质速度具有纵向变化和横向变化的情况。  相似文献   

甘肃红石山地区蛇绿混杂岩地质特征   总被引：13，自引：6，他引：13  

魏志军  黄增保  金霞  孙永君  火军昌 《西北地质》2004,37(2):13-18

红石山蛇绿混杂岩产出于塔里木板块北缘红石山深大断裂带中。其物质组成反映出该杂岩形成于小洋盆环境。时代为早石炭世晚期，后经历了至少3期构造变形变质作用的叠加与改造。于二叠纪晚期运移至地表。作者进一步论述了红石山蛇绿岩的组成及变形变质特征，为研究北山北带提供了最新资料。  相似文献   

2003年伽师6.8级地震序列特征和震源机制的初步研究   总被引：14，自引：0，他引：14  

高国英  聂晓红  夏爱国 《中国地震》2004,20(2):179-186

在位于1997-1998年新疆伽师9次6级地震分布区域的东南端，2003年2月24日又发生6．8级地震。结合伽师6．8级地震序列震源机制解结果，对该地震序列的基本特征和震源区应力降等进行了对比分析。结果表明，6．8级地震断层是在北西向的区域应力场挤压作用下产生的倾滑逆断层，震源以单侧破裂为主，破裂方向与极震区走向，以及北西向的主压应力方向一致。震前震源区应力显著增强，震后应力释放较为彻底。中强余震震源机制解与主震有明显差异，表现出震源区应力场处于不稳定的调整阶段，余震震源机制的差异为震后地震趋势的判定提供了依据。  相似文献   

某双曲线冷却塔施工放线测量   总被引：1，自引：0，他引：1  

肖娟  高俊强 《现代测绘》2005,28(2):31-32

结合某双曲线冷却塔施工测量工作，介绍了在测量新技术条件下复杂建筑的施工测量方法和技术。  相似文献   

基于结构光与核线的匹配方法研究     

王朝晖  熊晓光  万霞 《现代测绘》2005,28(5):34-35,44

摄影测量与计算机视觉中,同名点的匹配是难点.本文提出基于结构光与核线的同名点匹配方法,简化了对于某些特定物体测量时的匹配问题,方法简单快速,出错率低.本文试验中利用OpenGL模拟无纹理人物头像,用该方法进行立体匹配,取得良好的效果.  相似文献   

电子地图数据管理系统的设计与实现     

胡大国  夏先荣 《国土资源信息化》2005,(3):24-28

电子地图数据的管理是一项细致、繁琐的基础性工作,对其管理是否科学、高效将直接影响数据的提供和服务,建立实用的数据管理系统辅助管理,以提高效率,从而提供更好的服务。本文从数据源、存储设备编号、系统构架、数据库设计、系统功能与应用等多个方面介绍电子地图数据管理系统的设计和实现。  相似文献   

Reinforcing a Dangerous Rock Mass Using the Flexible Network Method     

Yang Wendong Xie Quanmin Xia Yuanyou Li Xinping 《中国地质大学学报(英文版)》2005,16(4):354-358

Because the main failure type of a dangerous rock mass is collapse, the treatment of such a mass should focus on controlling collapse failure. When treating dangerous rock masses, disturbing the mass （e. g. by blasting） needs to be avoided, as this new damage could cause collapse. So the self-bearing capacity of the mountain mass must be used to treat the dangerous rock mass. This article is based on a practical example of the control of a dangerous rock mass at Banyan Mountain, Huangshi, Hubei Province. On the basis of an analysis of damage mechanism and the stability of the dangerous rock mass, a flexible network reinforcement method was designed to prevent the collapse of the rock mass. The deformations of section Ⅱ w of the dangerous rock mass before and after the flexible network reinforcement were calculated using the two-dimensional finite element method. The results show that the maximum deformation reduced by 55 % after the application of the flexible network reinforcement, from 45.99 to 20.75 ram, which demonstrates that the flexible network method is effective, and can provide some scientific basis for the treatment of dangerous rock masses.  相似文献   

基于神经网络的元胞自动机及模拟复杂土地利用系统   总被引：57，自引：9，他引：57  

黎夏  叶嘉安 《地理研究》2005,24(1):19-27

本文提出了基于神经网络的元胞自动机(CellularAutomata),并将其用来模拟复杂的土地利用系统及其演变。国际上已经有许多利用元胞自动机进行城市模拟的研究,但这些模型往往局限于模拟从非城市用地到城市用地的转变。模拟多种土地利用的动态系统比一般模拟城市演化要复杂得多,需要使用许多空间变量和参数,而确定模型的参数值和模型结构有很大困难。本文通过神经网络、元胞自动机和GIS相结合来进行土地利用的动态模拟,并利用多时相的遥感分类图像来训练神经网络,能十分方便地确定模型参数和模型结构,消除常规模拟方法所带来的弊端。  相似文献