孕镶金刚石钻头工作温升的理论分析

在研究钻进规程参数对钻头温升的影响过程中，以能量守恒定律为基础，建立了钻头与岩石系统的能量守恒数学模型。研究表明：在一定范围内，钻头的温升与钻压与转速的乘积呈线性关系，钻压与转速对钻头温升的影响是等效的；通过谐振子模型研究摩擦热能的产生和分配，得出以下结论：摩擦热能在钻头与岩石之间的分配，与其各自弹性模量(硬度)有关，热能的分配与其弹性模量成反比，即Q1：Q2=E2：E1。     

湖南利民煤矿煤与瓦斯突出量级程度划分及其应用研究

根据煤与瓦斯突出的地质条件,对煤岩体系中的弹性潜能、瓦斯内能、采场附加应力积聚的能量分别进行了定性的划分,并结合弹性潜能、瓦斯内能,对煤与瓦斯突出的量级程度也尝试性地首次做出分类,并提高了原来的下限指标。对典型突出模式进行了简要地分析,为今后开展防治利民矿井煤与瓦斯突出工作提供了新的思路与对策。     

3-D rheologic model of earthquake preparation (Ⅱ):Strain field and its applications

On the basis of the three-dimensional elastic inclusion model, the analytic expression of viscoelastic strain field is derived, i.e., the analytic expression of viscoelastic strain at an arbitrary point (x, y, z) in x-axis, y-axis and z-axis produced by three-dimension inclusion in the semi-infinite rheologic medium defined by the standard linear rheologic model, namely the normal strains εxx(r, t), εyy(r, t) and εzz(r, t), the shear strains εxy(r, t) and εyx(r, t), εyz(r, t)and εzy(r, t), εxz(r, t) and εzx(r, t), and the bulk-strain θ (r, t). By computing the spatial-temporal variation of bulk strain on the ground produced by a spherical rheologic inclusion in a semi-infinite rheologic medium, we obtained some significant results that the bulk-strain variation with time produced by a hard inclusion has three stages (α, β,γ) with different characteristics, which are similar to those of most geodetic deformation curves, but not the case for those by a soft inclusion. It is meaningful that these theoretical results have been applied to explain preliminarily the characteristics of stage variation of spatial-temporal evolution, the pattern and quadrant distribution of earthquake precursors, the changeability, spontaneity and complexity of short-term and imminent-term precursors. It offers a theoretical base to found the physical model of earthquake precursors and a reference to predict physically the earthquakes.     

基于简化的Pride理论模拟声电效应测井响应

针对声电效应测井问题，提出了一种全波列数值模拟方法.该方法忽略声电效应测井 时转换电场对声场的影响,并将电场视为似稳场.采用点声源模型，依据Biot理论得出了井外 孔隙介质声场的表达式，运用这些表达式和似稳电场近似方法，导出了声电效应测井时转换 电场的计算公式.在计算出的转换电场波形中，有伴随斯通利波的电场、伴随纵波和横波的 电场、和临界折射电磁波场.在25kHz以下的频率范围内，依据这种方法计算出来的声电转换 波波形与依据完整Pride理论计算的波形一致.     

由甘肃宕昌好梯幔源包体推导的上地幔物质组成、热结构和流变学特征

新生代火山岩中的幔源包体可以提供有关上地幔的直接信息。通过对采自甘肃宕昌县好梯乡的幔源橄榄岩包体的详细研究 ,探讨该地区上地幔的热结构和流变学特征 ,并与华北地区进行对比。研究结果表明 ,该区自壳幔边界以下至 75km深处的上地幔主要由尖晶石二辉橄榄岩组成 ,75km以下则主要由石榴石二辉橄榄岩组成 ,方辉橄榄岩只占少数 ;与华北地区没有明显的差异。由包体平衡温度、压力建立的上地幔地温线低于华北地区地温线 ;确定的壳幔边界在 5 2km左右 ,莫霍界面附近为下地壳物质与尖晶石二辉橄榄岩的过渡带 ;岩石圈底界深度约为 12 0km左右。根据包体的研究结果建立了研究区上地幔的差异应力、应变速率和等效黏滞度剖面。结果表明 ,该区新生代时期存在软流层的底辟 ,以及相应的岩石圈的减薄 ,但其规模明显小于华北地区。这些结果表明该区处在中国东部大陆裂谷带和中国中部克拉通块体群的过渡带     

地壳介质的流变性与孕震模型

在分析归纳中国大陆地区地震震源深度分布特征的基础上 ,着重分析了地壳介质的物理性质 ,特别是地壳介质的流变特征 ,进而探讨了震源深度分布的物理解释和孕震环境。文中应用中国陆区地热研究中的有关成果 ,推导了中国东、西部地区壳内脆韧性转换带的深度 ,给出东部地区壳内脆韧性转换带深度为 2 0～ 2 5km ,西部地区为 35～ 4 5km ,这一结果显示出壳内脆韧性转换带与我国东、西部震源深度的下界面基本一致 ,且中国大陆地震的深度大体上终止于壳内脆韧性转换带。从而表明 ,壳内脆韧性转换带有可能是控制大陆地震震源深度分布的主要原因。在这些研究的基础上 ,建立了大陆强震的震源模型 ,讨论了大陆地震的孕震过程和有关机理问题     

Numerical modeling of strike-slip creeping faults and implications for the Hayward fault, California

The seismic potential of creeping faults such as the Hayward fault (San Francisco Bay Area, CA) depends on the rate at which moment (slip deficit) accumulates on the fault plane. Thus, it is important to evaluate how the creep rate observed at the surface is related to the slip on the fault plane. The surface creep rate (SCR) depends on the geometry of locked and free portions of the fault and on the interaction between the fault zone and the surrounding lithosphere. Using a viscoelastic finite element model, we investigate how fault zone geometries and physical characteristics such as frictionless or locked patches affect the observed surface creep when the system is driven by far field plate motions. These results have been applied to creep observations of the Hayward fault. This analysis differs from most previous fault creeping models in that the fault in our model is loaded by a distributed viscous flow induced by far field velocity boundary conditions instead of imposed slip beneath the major faults of the region. The far field velocity boundary conditions simulate the relative motion of the stable Pacific plate respect to the Rigid Sierra Nevada block, leaving the rheology, fault geometry, and mechanics (locked or free to creep patches), to determinate the patterns of fault creep.Our model results show that the fault geometry (e.g. length and depth of creeping) and the local rheology influence the surface creep rate (SCR) and the slip on the fault plane. In particular, we show that the viscoelastic layer beneath the elastic seismogenic zone plays a fundamental role in loading the fault. Additionally, the coupling with the surrounding lithosphere results in a smooth transition from regions free to creep to locked patches.     

Characterizing the rheology of laterite slurries

The viscous behaviour of laterite slurries was characterized by measurements of shear stress at constant and changing shear rates. Steady state stresses were obtained after accounting for the settling solids: the values show that the fluids possess viscosities of order 100 mPa s and are moderately shear-thinning, for solid volume fractions from 0.06 to 0.18 and for shear rates between 10 and 1000 s⁻¹. Transient stress measurements were made for steps down in shear rate and for ramps down and up in shear rate. It was found that the Bingham–Maxwell model provides good fits to the transient data, both at low concentrations, where yield behaviour is dominant, and at high concentrations, where elasticity is dominant. For volume fractions of 0.10 or greater, relaxation times were found from step tests to be of order 10 s, but relaxation times found from the ramp tests were generally several times higher.     

岩石波速温度和压力系数的测量方法及其应用

概述了高温高压实验技术在研究地球深部物质组成和结构等方面所起的作用，认为它是把地球物理模型同地球深部物质组成结合起来必不可少的一个中间环节，通过分析典型的试验结果，介绍了在实验室测定岩石波速温度系数（ρ↓V/ρ↓T）P、压力系数（ρ↓T／ρ↓P）T和岩石本征波速（VO）的方法，以及运用它们进行波速外推的原理，结合前人工作实例，阐明了将此技术与地质及地球物理研究结合，为地球物理测深资料的解释提供实验约束的研究思路，针对在前人工作中实验参数及实验结果存在差异的现象，着重探讨了实验条件和流程对实验结果的影响，认为，在用回归方法计算（ρ↓V／ρ↓P）T时，通常应在大于300MPa的压力段上采集实验数据，以消除岩石内部先存微裂隙的影响；在计算（ρ↓V／ρ↓P）T时，为抑制热裂隙的产生，还应满足不小于1MPa/℃的压力增量；另外，测定（ρ↓V／ρ↓T）P时，实验温度不宜太高，以避免引起岩石内部的矿物相变和物态变化。