岩石颗粒度测量方法的研究及其应用

本文介绍了三种不同岩石颗粒度的测量方法,点计法,线计法,带计法及两种不同计算程序。颗粒度测量结果研究表明三种不同测量方法及两种不同计算程序之间存在着差別,其中结合野外的实例,其应用结果带计法为最好,线段长度百分比要比颗粒的频率百分比计算程序要好,前者能较客观地反映颗粒的实际搬运时水介质动力条件和沉积物的沉积环境。     

河流砂碎屑统计方法的对比实验研究

碎屑统计是定量研究陆源碎屑沉积物常用的方法,其中最具代表性的有四种:全颗粒法、Glagolev-Chayes法、Gazzi-Dickinson法和全面积法。目前对以上方法的差异性缺乏定量研究,其统计的颗粒数各不相同（从300颗到500颗不等）,也缺乏样品分选程度和颗粒含量对统计结果影响的探讨。选取雅鲁藏布江干流的两个河流砂样品,分别用四种方法进行定量颗粒统计,并结合Matlab模拟统计开展实验。将全面积法统计结果作为最能够代表样品真实成分的标准,结果表明,Glagolev-Chayes法与全面积法的统计结果相近,全颗粒法与全面积法的偏差较大;对于分选越差的样品,全颗粒法与全面积法统计结果的差异性越大;统计颗粒数达到384颗时满足95%的置信度;在统计过程中应重点关注含量小于10%的颗粒类型,若岩屑总量小于10%时建议不再进行Lv/Lm/Ls投图。在计算河流通量时建议采用全面积法或Glagolev-Chayes法进行碎屑统计。     

三种碎屑颗粒形态定量分析方法的比较及应用

沉积物颗粒的形态是沉积成因分析的主要标志之一。目估对比法是沉积物颗粒圆度分析中常用的方法。目估法直观、简捷,但主观因素影响较大。本文利用计算机图像分析软件Image Pro Plus 6.0获取鲍尔斯目估标准颗粒的轮廓,并用3种定量方法测量这些标准颗粒的IPP圆度、轮廓分维数和傅里叶不圆度,然后对比这些圆度的划分标准与目估标准之间的差别,最后用3种圆度测定方法同时测量广东马头山风化坑和河流壶穴中碎屑颗粒的圆度,通过测量结果的对比来评价这3种定量方法的应用效果,检验这些方法能否在实际应用中代替目估方法以区分不同成因的碎屑颗粒。分析表明：目估法的磨圆度标准不是简单地表达颗粒的圆形与否,其中包括了颗粒表面结构的差异;3种定量方法的圆度划分标准很难与目估划分标准完全一致;3种方法所表征的圆度均能区分风化作用和流水侵蚀作用形成的颗粒,因此3种定量方法均可以代替目估方法测量颗粒的圆度;在不强调颗粒表面特征的前提下,IPP圆度的测量方法比其他两种方法更加有效;颗粒形态的分析结果证明河谷壶穴中的颗粒由流水侵蚀作用而成,山顶风化坑中的颗粒由风化作用而成     

云南某地1:5万区调各种化探方法找矿经济效果对比

本文通过对云南西南部两个1:5万图幅地球化学水系沉积物测量、土壤测量和岩石测量三种区域化探方法的试验,从找矿、经济两个方面进行对比,得出了三种化探方法找矿效果相近的结论,但水系沉积物测量以其异常衬度高、野外采样工作量小、样品分析费用少而明显优于土壤测量。在试验中得到的另一发现是低密度(每平方公里约2个样)的岩石测量在发现异常信息和了解微量元素分布区域性变化规律方面有好的效果。岩石测量作为一种有效的区域化探方法值得重视和进一步研究。     

珊瑚砂颗粒形状特征分析

珊瑚砂粒形状及粗糙度等微细观特性影响着砂土的宏观力学性质,采用图像处理技术对珊瑚砂粒的长宽比、面积、圆度、分形维数进行了分析。使用3D测量显微镜对砂粒的表面粗糙度,界面扩展面积比、峰顶点的算数平均曲率进行了测量计算。试验结果表明:大部分珊瑚砂颗粒的长宽比介于1.2~1.5之间,且长宽比呈现出负偏态分布。砂颗粒的圆度则主要集中于0.75~0.9区间,其表现为负偏态分布。砂颗粒的面积主要在0.015~0.035 cm2之间,颗粒面积为正偏态分布。砂粒的分形维数D基本介于1.04~1.10之间,表明砂颗粒具有很强的自相似性。粗糙度的分析结果表明,珊瑚砂颗粒表面平整度差,分布有较多的侵蚀坑,局部存在尖锐的凸起,砂粒表面粗糙度S_a为20.078 μm。界面扩展比S_dr为0.167,砂颗粒表面分布有若干倾斜面。峰顶点的算数平均曲率S_pc为216.641 mm-1,显示出砂颗粒之间的接触较为尖锐。上述研究结果可为珊瑚砂宏微观力学特性研究提供参考。     

使用颗粒流方法研究单轴压缩条件下石灰岩中的荷载传递机理

研究荷载在岩石中的传递机理对岩石工程性质研究具有重要意义。本文以石灰岩试样为例,使用颗粒流方法来研究这一传递机理。研究试样大小为50 mm× 50 mm,岩石成分使用圆盘颗粒集合体来表征,颗粒间的接触模型采用平行连接模型,岩石的弹性模量、峰值应力和泊松比分别为44.24 GPa、101.05 MPa和0.267;将大于平均接触力的力链作为强力链,得到了外部荷载下试样中的强力链分布情况,研究了试样局部孔隙率、配位数等细观参数对接触力大小的影响,探讨了颗粒摩擦系数不同时外荷达到峰值应力后颗粒的接触力分布情况。结果表明,在全部颗粒接触点中,只有19.8%接触点的接触力大于平均接触力,但这些接触点应变能却占总应变能的75%;当法向接触力与切向接触力比值大于3.5时,试样峰后应力主要由法向接触力控制;与样品破坏前相比,破坏后样品中的局部孔隙率变化不大,只减少了0.002。     

基于多尺度分割的岩石图像矿物特征提取及分析

针对传统岩石薄片鉴定以肉眼观察和描述为主,存在主观性强、定量困难等问题,将数字图像处理方法引入岩石矿物研究,提出了基于多尺度分割的岩石图像矿物特征信息提取方法。以铁质石英砂岩薄片显微镜下单偏光图像为实验对象,获取了石英颗粒的边界及其体积分数、大小、周长、长轴长度和方位、长轴和短轴比、圆度和形态指数等信息。其中：石英颗粒的体积分数为47.07%,小于基质的体积分数,在基质中呈漂浮状,为杂基支撑结构, 表明形成于沉积同生期;长轴的范围为50～604像素,表明石英颗粒大小不均、分选性差;颗粒的圆度为0.27～1.82,形态指数值为1.19～2.46,圆度和形态指数值较小,表明石英颗粒有一定的磨圆度。这种信息的获取和定量分析方法有助于对岩石图像的地学理解。     

钻进和切削方程式

当新型装置用作孔底岩石切削设备时,单位体积能对于预计共性能和所需要的功率是有用的,但这个参数不能用来精确地测量带有机械刀具的新型装置切削岩石的性能。为此,新的术语“单位切削能”是更为有用的。这个新的术语是产生一个单位切削面积所需要的能量的量度,而单位体积能却是切削一个单位体积岩石所需的能量的量度。     

构造弱变形区自动有限应变测量-以石英砂岩为例

有限应变测量是研究岩石变形特征的重要研究内容。为了提高岩石有限应变测量的精度与速度,改变手工测量岩石有限应变耗时、枯燥的状况,应用多重图像限制的自动种子区域生长算法,以大青山地区为例,对如变形区内的石英砂岩有限应变进行了自动测量。该算法综合多个图像、利用色彩信息,不需要特殊设备即可对颗粒进行自动识别。算法还在叠加后的图像中,应用了修改的Canny边缘检测算法增强颗粒边界与内部的对比度。识别结果与手工测量的颗粒,在质心坐标、面积、长轴、短轴、有限应变测量方面具有很大的相似性。      

紫色泥岩水热条件下崩解过程的分维特性

以马头山组（K2m）、妥甸组（J3t）和下禄丰组（J1l）自然风干的紫色泥岩为研究对象,分别进行干湿、冷热和干湿冷热3种处理,并运用分维方法分析不同处理下紫色泥岩的崩解特性,发现分维数能比较准确地表征紫色泥岩的崩解过程：分维数越大,岩石破碎程度越高;分维数越小,岩石破碎程度越低。3种紫色泥岩在不同处理方式下崩解的分维数大小都是干湿冷热 干湿 冷热,可见,水热共同作用对母岩崩解的影响明显大于仅有水或热的作用。相同处理方式下3种泥岩的分维数大小为J3t J1l K2m,且在干湿和干湿冷热条件下J3t的崩解分维数与K2m和J1l的差异显著,这主要是由这3种泥岩的物理特性、元素组成以及其风化成度所决定的。     

Continual erosion of bare rocks after the Wenchuan earthquake and control strategies

The newly bared rocks created by the Wenchuan earthquake are undergoing continual intensive erosion in the form of detachment and movement of individual grains. Grain erosion is defined as the phenomenon of breaking down bare rocks under the action of insolation and temperature change, detachment of grains from the rockwalls by wind, flow down of grains on the slope under the action of gravity, and accumulation of grains at the toe of the mountain, forming a deposit fan. The Wenchuan earthquake, which occurred in Sichuan on May 12, 2008, caused thousands of avalanches and landslides and left scars on slopes and a huge area of bare rocks. Grain erosion causes flying stones, injured humans and resulted in numerous slope debris flows. The process of grain erosion and strategies to limit the erosion were studied by field investigations and field experiments. According to these field investigations and field studies, the most serious grain erosion occurs in spring and early summer when it is very dry. Rocks are broken down to grains under the action of insolation and temperature change. Then, wind blows the grains from the bare rock down slope. Experimental results showed that the amount of grains blown down by wind per area of rock surface per unit time is proportional to the fourth power of the wind speed. However, the size of the grains blown down by wind increases linearly with the wind speed. An experiment proved that grain erosion can be controlled with two moss species. Moss spores were mixed with clay suspension and splashed on bare rocks. The moss species germinated on the rock surface in one month and greened the bare rocks in two months. The moss layer protected the rocks from insolation and mitigated the effects of temperature change, thus effectively mitigated grain erosion.     

联用筛析法与激光法进行粒度接序分析的界点选择

筛析法、激光法和图像法是三种常用的粒度分析方法,但由于测试原理的不同,三种测试方法有不同的适用性。筛析法和图像法能够精确测量砂质颗粒的粒径,但不适用于泥质细颗粒（<0.063 mm）的粒径测量;相反,激光法无法准确测量中粗砂粒级颗粒（2~0.21 mm）,但能高精度测量较细沉积物粒径。分选较差的天然沉积物粒径分布范围较广,需要综合运用筛析法-激光法进行接序粒度测试。通常选用2 mm为界点开展接序粒度分析,但因激光法在测量中粗砂颗粒时误差较大,易导致接序粒度分析结果准确性不高。建议以0.21 mm为分界点开展接序粒度分析,分别避开筛析法和激光法测量精度不高的粒级区间,可使测试结果的准确性得到有效的提高。     

Examination of microstructural features of Norwegian cataclastic rocks and their use for predicting alkali-reactivity in concrete

The microstructural features of various Norwegian rock samples have been studied and quantified by different techniques. The majority of the rocks studied were different types of cataclastic rocks. Expansion results from a modified version of the NBRI Mortar-Bar Test for alkali reactivity are used for correlation with the quantitative parameters. The aim is to identify microstructural features in the various rock types which promote the alkaliaggregate reaction, and to subsequently use these findings to improve and provide guidelines for engineering practice in order to predict and make more accurate determinations of potentially reactive aggregates. The deformation processes of rocks involve the general process of straining of quartz, grain size reduction and subgrain development. This is characteristic of mylonitisation. This study demonstrates that the grain size reduction of quartz enhances reactivity by increasing the surface area of quartz grain boundaries available for reaction, and thus giving an overall increase in surface energy. Subgrain development will, besides the high surface area, contribute even more to an enhanced reactivity, due to the high dislocation density associated with the quartz subgrain boundaries. The total grain boundary area of quartz, and the mean grain size of quartz appear to be the most favourable quantitative parameters related to the expansion of different rock types. The measurement of the total grain boundary area of quartz, will enhance the value and improve the effectiveness of the petrographical examination as an engineering tool to screen potentially reactive aggregates.     

特察模型在孔隙性岩石中应用的局限性浅析

地层压实过程中的静力平衡涉及到异常地层压力的形成和地层压力的计算方法。本文认为经典的特察模型不利于表达孔隙性岩石中微观的静力平衡;有效应力并非与孔隙度有直接对应关系;颗粒应力是岩石骨架中传递的真正应力,而且在纵向上颗粒应力变化比较复杂。这些结论影响到地层压力计算模型中的一些基本假设条件。     

Origin and orientation of microporosity in eclogites of different microstructure studied by ultrasound and microfabric analysis

This work contributes to the experimental investigations of the origin and 3-D orientation of micropores in low porosity crystalline rocks. The origin and spatial orientation of microporosity in two eclogites with different microstructures were studied by 1) quantitative and qualitative microstructural analysis of grains and grain boundaries, 2) measurement of lattice preferred orientation using the SEM-EBSD method and 3) experimental measurement of velocity of elastic P-waves in spherical samples in 132 directions under confining pressures up to 400 MPa. Results show good correlation between the elastic properties and the orientation of grain boundaries and cleavage planes in clinopyroxene. The magnitude and anisotropy of velocity change with pressure shows that microporosity in the fine-grained sample is relatively large and strongly preferentially oriented, whereas it is significantly lower and less preferentially oriented in the coarse-grained sample. Seeing that the lattice preferred orientation of clinopyroxene is similar in both samples we can deduce from velocity changes that the grain size of the rock forming minerals controls the amount of microporosity. Also, the orientation of microporosity depends mostly on preferred orientation of grain boundaries and somewhat less on the orientation of cleavage planes. Grain boundaries are therefore the most important contributors to the bulk microporosity in the studied rocks.     

Shock deformation of quartz influenced by grain size and shock direction: Observations on quartz-plagioclase rocks from the basement of the Ries Crater,Germany

Planar elements in quartz, produced by shock induced plastic deformation, have been investigated in four quartz-plagioclase veins contained in an amphibolite from the crystalline basement of the Ries Crater from the drill hole Nördlingen 1973.The crystallographic orientation of planar elements in quartz grains is similar in all four rocks ({10¯13} predominant, {0001} less frequent, {10¯12} and others still rarer), indicating an average shock pressure in the range between 150 and 200 kbar.The spatial density of planar elements as measured by the number of systems per shocked grain, the number of individual elements per shocked grain, or as ratio shocked: unshocked grains increases with increasing grain size. This grain size effect is supposed to be primarily a consequence of the heterogeneity of the stress field which produced a random distribution of local stress maxima and locally restricted areas of plastic quartz deformation in the rock. The probability that planar elements develop within one individual grain increases, therefore, with increasing grain size.In one leucosome in which the quartz grains were randomly oriented planar elements parallel to {10¯13} cluster in a stereographic projection within one belt. It is supposed that the pole of this belt indicates the direction in which the shock front passed through the rock.     

Assessment of rock geomechanical quality by quantitative rock fabric coefficients: Limitations and possible source of misinterpretations

Rock microfabrics were quantified by image measurement system (petrographic image analysis) of thin sections. Along with common measured parameters (grain area and size, length of major and minor axes and their orientation), some quantitative parameters (aspect ratio, grain boundary smoothness) and fabric coefficients (micropetrographic quality index (K), “texture” coefficient (TC), indexes of interlocking (t) and grain size homogeneity (g)) were determined. The reliability of these parameters for the evaluation of geomechanical properties was tested on the set of granitic rocks showing pronounced variability in rock mechanical properties. None of the tested rock fabric coefficients or parameters proved a close correlation to rock mechanical properties except grain size. Based on experimental findings, the grain size is, along with porosity, the controlling factor of rock mechanical properties of genetically and mineralogically similar rocks. Obliteration of the real effects of rock fabric parameters on the mechanical properties of rocks by application of complex fabric coefficients disables their practical use in petrography applied to geomechanics.     

含流体相条件下白云岩的低温流动变形--破裂与溶解-结晶的耦合过程

应用光学显微分析、阴极发光显微分析和TEM亚微分析．对于取自阿尔卑斯逆冲断层系底部的变形白云岩开展了详细的显微构造与岩石流动机制分析．光学显微构造和阴极发光分析表明岩石具有典型的类碎裂结构．微角砾常常是白云石颗粒的集合体组成,常常呈浑圆的形态和不规则的边界。基质颗粒中以新生结晶颗粒集合体为主．部分具有溶蚀特点的残余微角砾．而且它们经常具有新生结晶边。对于碎裂岩中变形残斑的透射电镜分析揭示出岩石的脆性特点．主要表现为各种不规则和缠结位错亚微构造特点的出现．而变形基质颗粒却很少具有或仅有微弱发育的位错亚结构。阴极发光显微结构分析进一步证实基质颗粒与微角砾之间在微量元素成分及形成时代上的差异。提出破裂(碎裂)及随后发生的溶解-迁移-结晶过程是断层带岩石细粒化与岩石应变的重要机制．认为破裂与溶解-结晶的耦合以及由此所致的岩石弱化为阿尔卑斯逆冲断层带巨大位移的形成做出了重要的贡献。