上通流对大陆岩石圈地幔-地壳热结构模式的潜在影响   总被引：2，自引：0，他引：2       下载免费PDF全文

林舸  赵崇斌  B.E.HOBBS  张露  周叶 《地球物理学报》2008,51(2):393-401

本文以多孔介质中大尺度传热问题为基础,结合热平衡理论分析与数值计算,探讨了上通流对大陆岩石圈地幔-地壳热结构模式的潜在影响.根据大陆岩石圈中孔隙波传热概念模型的初步理论分析结果,指出了采用理论分析和数值模拟相结合的方法在研究大陆岩石圈地幔-地壳热结构模式时的重要性.理论分析方法可用来确定岩石圈尺度范围内大陆岩石圈的厚度和大陆地壳相关的边界条件,从而为地壳范围内数值模型的建立提供一些重要信息.数值模拟方法可以用来模拟地壳尺度范围内地壳的详细结构和复杂几何形状.如果地壳内的热分布是所考虑的主要因素,采用具有地壳尺度的合理数值模型可以有效减少计算机工作量.利用理论分析方法求出的岩石圈尺度范围内大陆岩石圈厚度与地幔传导热流之间关系的理论解,不仅可以用来验证模拟大陆岩石圈内传热问题所采用的数值方法, 而且可以用来初步研究大陆岩石圈内热分布的基本规律,为研究岩石圈地幔热事件中大陆岩石圈热减薄过程提供相应的边界条件.本文从理论分析的观点初步探讨了中国大陆不同构造背景下大陆岩石圈的热结构模式,其结果与从地球物理和地质资料中获得的大陆岩石圈热结构模式十分吻合.研究结果表明由大陆岩石圈中孔隙波传播所导致的上通流是影响大陆岩石圈地幔-地壳热结构模式及大陆岩石圈地幔与地壳之间物质和能量交换的可能机制之一.  相似文献   

东北亚跃进山拼贴带及邻域岩石圈结构特征的地电学证据   总被引：7，自引：5，他引：2       下载免费PDF全文

刘财  张兴洲  刘洋  杨宝俊  冯晅  王典  刘殿秘 《地球物理学报》2009,52(4):958-965

为进一步查清东北亚完达山地体与两侧的佳木斯地块、兴凯地块间接触关系以及对跃进山拼贴带域沉积盆地油气条件的控制作用,布设5条MT剖面,计长1104 km.结果显示:(1)研究区地电学结构主要特征为佳木斯地块从中部向南北两方向,这一稳定地块的“高阻核”减薄,兴凯地块的高阻块体自东而西逐渐加深增厚,完达山地体在南部具有较多的高阻块体,向北渐少.(2)完达山地体西南端呈一“牛角”形状范围把佳木斯地块和兴凯地块分开;与原认识的完达山地体、佳木斯地块在同江-宝清-当壁一带贴合的位置相比,从宝清开始向南移至麻山-桦林一带.(3)完达山地体构造成因包括两部分,一是俯冲引起的拼贴,二是软流圈物质的热上涌;佳木斯地块内所存在的“高阻核”边界可能是该地块东界.(4)4个沉积盆地除勃利盆地外,另外3个盆地的基底间或存在规模不大的高阻块,大多范围分布着高导带,对盆地的成烃环境是有利的.  相似文献   

Progress in studies on the structure and physical properties of the mantle in China     

臧绍先  周蕙兰  魏荣强 《地震学报(英文版)》2008,21(5):526-534

The studies on the structure and physical properties of the mantle by Chinese geophysicists from 2003 to 2007 are reviewed in this report. It mainly contains studies on the seismic velocity structure of the mantle,anisotropy of the mantle,mantle discontinuities,mantle convection and the physical properties of mantle. The review concerns mainly the contents,the methods used and the results of the studies. It can be found that new progress in the study on the structure and physical properties of mantle has been made in the last four years in China. In some preexis-tent areas much progress has been made,advanced methods have been adopted,extensive international co-operation has been conducted in many ways,and the scope of the co-operation has gradually expanded. More-over,some new fields appear as well.  相似文献   

Identifying rock blocks based on hierarchical rock-mass structure model     

NengXiong Xu 《中国科学D辑(英文版)》2009,52(10):1612-1623

Rock-masses are divided into many closed blocks by deterministic and stochastic discontinuities and engineering interfaces in complex rock-mass engineering. Determining the sizes, shapes, and adjacent relations of blocks is important for stability analysis of fractured rock masses. Here we propose an algorithm for identifying spatial blocks based on a hierarchical 3D Rock-mass Structure Model (RSM). First, a model is built composed of deterministic discontinuities, engineering interfaces, and the earth’s su...  相似文献   

利用地幔内反射波探测日本列岛下660 km不连续面的深度变化（英文）     

Akira Yamada  Dapeng Zhao 《地学前缘》2007,14(3):47-56

通过分析发生在日本周边深源地震的宽频带波形资料,估计了日本列岛下的660km不连续面(d660)的深度变化。许多宽频带波形记录到了在d660顶部发生反射的sScS的后续波。sScS后续波与sScS间的到时差包含了震中与台站下方的d660深度变化的信息。我们成功地检测到这两种震相并将其分离,到目前为止还没有这方面研究的报道。我们由sScS与其后续波的到时差来求每个震中与记录台站下的d660的深度变化。研究结果显示,西部日本下的d660较深(大于660km),这可能是滞留在地幔转换带中的冷的太平洋板块造成的。在日本中部,d660变深,显然这不是太平洋板块本身造成的,因为日本中部已经位于该滞留板片的东部。日本东北部下的d660变得较浅,这可能是太平洋板片形状变化或下地幔热物质上涌形成局部热异常造成的。  相似文献   

Vening Meinesz inverse isostatic problem with local and global Bouguer anomalies     

H. Abd-Elmotaal 《Journal of Geodesy》2000,74(5):390-398

Inverse problems in isostasy will consist in making the isostatic anomalies to be zero under a certain isostatic hypothesis. In the case of the Vening Meinesz isostatic hypothesis, the density contrast is constant, while the Moho depth (depth of the Mohorovičić discontinuity) is variable. Hence, the Vening Meinesz inverse isostatic problem aims to determine a suitable variable Moho depth for a prescribed constant density contrast. The main idea is easy but the theoretical analysis is somewhat difficult. Moreover, the practical determination of the variable Moho depths based on the Vening Meinesz inverse problem is a laborious and time-consuming task. The formulas used for computing the inverse Vening Meinesz Moho depths are derived. The computational tricks essentially needed for computing the inverse Vening Meinesz Moho depths from a set of local and global Bouguer anomalies are described. The Moho depths for a test area are computed based on the inverse Vening Meinesz isostatic problem. These Moho depths fit the Moho depths derived from seismic observations with a good accuracy, in which the parameters used for the fitting agree well with those determined geophysically. Received: 4 February 1999 / Accepted: 4 October 1999  相似文献   

应用力学机理的网络模拟预测隧洞超挖问题   总被引：7，自引：3，他引：4  

吴继敏  孙少锐  魏继红 《岩土力学》2004,25(8):1220-1224

概述了结构面的网络模拟技术的基本原理、方法和现状。在充分考虑岩石破裂的力学机理的基础上,结合野外测得的结构面特征参数,提出了一种基于力学机理分析的网络模拟技术,并把该技术运用到地下洞室的超挖预测中。通过某工程实例验证结果的准确性,预测的结果表明：考虑岩石破坏机理的网络模拟技术,能充分反映岩体结构面的几何特征,合理地预测地下洞室中的超挖问题。  相似文献   

对橄榄石相变形核率的估算   总被引：2，自引：2，他引：0       下载免费PDF全文

王曙光  宁杰远  叶国扬  楼小挺  刘平江 《地球物理学报》2007,50(1):122-125

地幔主要矿物橄榄石［(Mg089Fe011)2SiO4］的相变与深源地震的解释以及俯冲带和周围地幔的相互作用相关. 其中,形核率和长大率是刻画其相变动力学的两个重要参数. 因为实验技术的原因,目前人们还没有基于实验数据给出橄榄石的形核率. 本文首先通过对挤碰物理图像的分析,对边界形核情形的相变动力学理论中表征挤碰程度的无量纲参数进行了修正. 在此基础上,根据已有的实验资料,首次对橄榄石相变的形核率进行了估计. 通过对形核率数据的拟合,可以得到形核率参数K0和γ1/3. 得到两个形核率参数的变化范围分别为K0=55×1021～87×1027s-1·m-2·K-1,γ1/3=0～020 J·m-2,最佳拟合值为：K0=69×1024s-1·m-2·K-1,γ1/3=016 J·m-2.  相似文献   

桂西古侵蚀沉积断面型金矿床   总被引：1，自引：0，他引：1  

陈开礼 《南方国土资源》2000,13(4):19-22

古侵蚀沉积间断面型金矿是桂西的主要金矿床类型.文章着重分析该类型金矿成矿地质条件,论述矿床成因及成矿机理,认为此类型金矿易采易冶,经济效益显著,建议加大开发力度.  相似文献   

Numerical modelling of heat shock-assisted rock fracture     

Martina Pressacco  Timo Saksala 《国际地质力学数值与分析法杂志》2020,44(1):40-68

This paper presents a numerical investigation on the effects of thermal shock as a pretreatment of rock prior to comminution. More specifically, the effect of heat shock-induced cracks on the uniaxial compressive strength of rock is numerically studied. The chosen constitutive model of rock employs a (strong) embedded discontinuity finite element formulation to describe cracks. The thermomechanical problem that governs the heat shock pretreatment of rocks is considered as an uncoupled problem because of a highly dominating role of the external heat influx. Two solution methods of the global problem are presented: an explicit-explicit dynamic scheme and an implicit-implicit quasi-static scheme. The model performance is tested in simulations on heterogeneous numerical rock samples subjected first to a heat shock pretreatment and then to a mechanical compression test. According to the results, the compressive strength of intact granite rock having the axial splitting failure mode can be substantially reduced by heat shock pretreatment.  相似文献