小秦岭含金石英脉中包裹体的热爆曲线特征及其找矿意义

应用自制的高性能爆裂仪能探测到小秦岭地区脉型金矿微小包裹体的热爆温度,探测到金矿成矿热流体的存在及其活动强度;根据包裹体热爆曲线特征判别岩石的含金性及区分富金矿石和贫金矿石,为金矿找矿与评价提供重要依据。     

Influence of Uneven Trace Spacing on Rayleigh Wave Dispersion

Rayleigh wave dispersion signals are significant to underground investigation.Tradition-ally,uniformed trace spacing is employed in surface wave surveys.In some cases,however,uneven trace spacing is often encountered because of the limitations of the site condition.In order to study the influence of uneven trace spacing on the dispersion data construction of Rayleigh waves,data acquisi-tion is performed based on a 2.5D field layout with a linear array of geophones fixed and a mobile source.The observation d...     

曲线拟合法对路基小变形情形适用性研究

双曲线法、三点法、指数曲线法和Asaoka法等曲线拟合法在软土路基的沉降预测中已经得到广泛应用,但在路基小变形情形的应用研究尚少。结合某铁路客运专线施工现场观测的路基小变形数据,对这4种方法,探讨了时间起点和样本值的起止时间间隔对相关系数的影响,且验算后期观测值的预测效果;并综合考虑了相关系数和相对误差,研究每种方法的适用性;指出了4种拟合方法在路基小变形情形应用的优缺点。研究表明：数据的波动会造成指数曲线法无法计算;沉降数据波动较小时,双曲线法、三点法、Asaoka法的拟合效果均较好;当沉降数据波动较大时,仅三点法、Asaoka法的拟合效果较好,双曲线法较差。     

矿区公路平面坐标计算方法

根据公路测量中几种基本的平面线型——直线、园曲线、缓和曲线和卯型曲线的特点,直接给出各线型的中桩坐标和切线方位角的计算公式,根据中桩坐标的计算结果及边线桩至道路中线的水平距离,计算边线桩的坐标。这4种线型的计算公式非常适宜于极坐标法放样矿区公路的中桩和边桩计算。对于较长矿区公路的测量,可以把它分解成多个直线、园曲线和缓和曲线等图元对象,再运用其相应公式进行计算。     

岩石圈深部的水及其意义探讨

在对水的相图、典型地区的地温曲线、矿物的脱水行为及一些矿物和岩石的含水量等研究的基础上指出,以１５．５～２５．１ｋｍ深度为界,在该深度以上的岩石圈浅部水是液态,而在该深度以下的岩石圈深部水是气态,水以矿物的结构水形式被带入到１５．５～２５．１ｋｍ深度以下的岩石圈中,若矿物结构水完全脱出,在储冲带中水临界温度至矿物脱结构水的极限温度相对应的的区域内（如秦岭１５．５～６４．０ｋｍ）,平均含水量的０．５～１．０％,讨论了在岩石圈深部矿物脱水作用与局高压环境、高导低速带之间的成因联系。     

织金矿区龙潭组砂岩的粒度特征及其环境意义

论述了贵州省织金矿区龙潭组砂岩粒度特征,分析了矿区含煤地层的沉积环境.     

Uniaxial compression and tension tests of anthracite and loading rate dependence of peak strength

The mechanical characteristics of coal under uniaxial compressive stress and uniaxial tensile stress are key factors in investigations of the stability of galleries and coal faces, and are vital considerations for the efficient design of coalmines, disaster prevention, and environmental preservation. These mechanical characteristics have long been a topic of research, but remain insufficiently understood. In this study we performed uniaxial compression tests and uniaxial tension tests on coal, with particular attention to two concerns. The first was to measure the loading rate dependence of the peak strength of coal. Coal shows high sample-to-sample scatter in strength; test methods that are successful in comparatively homogeneous rock types cannot be used for coal. We therefore used an alternative test method that was recently developed by the authors. Anthracite samples were subjected to alternating slow and fast strain rates. Measured variations in stress during this process were used to estimate the loading rate dependence of peak strength. The second objective was to obtain complete stress–strain curves for coal under uniaxial tensile stress. It is difficult to hold samples secure during a tensile test; consequently, such curves have yet to be obtained. This study presents a successful application of the authors' method to the analysis of coal samples, yielding a complete stress–strain curve under tensile stress. The two methods presented here hold promise for application not only to anthracite but also to a wide variety of coals. It is possible to derive the values of the constants used in constitutive equations from the obtained experimental results. Once these equations are determined, they can be incorporated into finite-element software to investigate various time-dependent behaviors of coal and aid in the efficient design of coalmines and the prevention of subsidence and mine disasters.     

冻结和林黄土力学性质的试验研究

对饱和冻结和林黄土在-2℃的温度条件下进行了单轴压缩试验和围压范围为1~5MPa的三轴压缩试验。试验结果表明：单轴压缩的应力应变曲线为应变软化型曲线,而三轴压缩试验中各围压下的应力应变曲线均为应变硬化型曲线,围压主要影响冻结和林黄土的初始变形行为,而对后期的变形影响不大;各围压下冻结黄土的体积应变都呈现出先体缩后体胀的特征,总体变均较小;围压对冻结和林黄土的屈服极限和强度影响不大;研究了初始切线模量的确定方法,用修正的Duncan-Chang模型对不同应变范围内的试验数据进行拟合,并由此确定了相应的初始切线模量,发现在0~4%应变范围拟合试验数据确定初始切线模量最为合理。     

水体中硫化物测定方法探讨

通过对测定硫化物标准曲线的质量保证及不同污染程度水样的前处理方法的探讨,得出硫化物标准溶液需现用现配及针对污染程度不同的水样分别采取直接测定、抽滤测定和酸化-吹气法测定的结论.