煤层底板突水系数计算公式的探讨

根据从诸多濒临带压开采威胁的煤矿中得到大量的第一手资料,运用多元统计分析方法,揭示出了煤层底板突水这种地质现象的演化和特征的内在联系和规律,建立了矿压对煤层底板破坏深度的计算式。通过对以往煤层底板突水系数计算公式进行对比、分析、推理和总结,克服了以往计算公式的不足,继承和发展了公式的优点,得出了考虑因素较全面和较科学的突水系数计算式,从而为解决煤层底板隔水岩柱薄弱地带或断裂陷落柱薄弱地带的煤矿安全生产提供了一套行之有效的解决方法。这套公式在太原西峪煤矿和晋城矿务局(西区)得到了应用,证明是一种行之有效的方法。     

紫阳-岚皋地区碱中性岩地质特征及其含矿(铌钽)性研究

陕西紫阳县至岚皋县一带，分布着东西长160余千米、南北宽20～40千米的古生代碱中性岩浆岩带。通过对碱中性岩浆岩的地质特征及其铌钽等稀有金属含矿性调查和研究，认为该岩浆岩带是本区重要的铌钽成矿区，碱中性岩浆岩是本区主要铌钽含矿岩体，碱中性岩具铌钽稀有金属矿化，伴镧铈稀土金属矿化。     

反射波法基桩完整性检测中的一种信号处理方法

以纵向瞬态激振条件下桩的振动响应和桩中应力波传播理论为基础，利用二次快速傅立叶变换，将桩顶实测速度响应时程曲线的速度谱变换回时间域，得到速度反射因子，用以确定与桩身阻抗变化相关的主要频率成份，从而达到对桩身完整性进行快速而准确诊断的目的。应用分析表明，该方法简便可靠，特别适用于多重缺陷桩的检测。     

嵌岩桩与含沉渣桩低应变动力检测曲线理论计算方法与特征研究

根据文献[1]、[2]介绍了基桩反射波法动测正演问题的数理模型、计算方法及其通用性，并据此计算了完整嵌岩桩及有不同厚度沉渣的嵌岩桩与摩擦桩的理论曲线。提出了在一定物性参数条件下判断沉渣是否超过规定标准的方法，并给出了数个实例。     

PLS法与隧道围岩稳定性分类

围岩稳定性是隧道工程支护设计的基本参数,采用偏最小二乘回归法,综合考虑多因变量影响因素,对隧道围岩稳定性分类进行回归建模,并取得较好效果.     

不同电阻率测深方法对旁侧不均匀体的反映

利用三维有限元数值模拟,重点研究了旁侧三维不均匀体所产生的视电阻率的影响问题,展示了4种常规电阻率测深法在旁侧不均匀体上的异常分布特点;探讨了测深点正下方目标体异常与旁侧不均匀体异常的区别问题,指出旁侧不均匀体的影响是产生电阻率法假异常的主要原因之一.     

金矿测年方法讨论及定年中存在的问题

准确的成岩成矿年代测定是矿床研究和对比的基础。然而近几年来 ,不同的研究者对同一矿床采用不同的定年方法得出了相差十分悬殊的成岩成矿年龄的报道屡见不鲜。为此笔者在分析了不同定年方法适用性的同时 ,强调了在金矿定年中要加强对金矿成岩成矿地质背景的研究 ,重视不同地质体与成矿的先后关系 ,确定标志性地质体 ,选择合适的定年方法 ,测定标志性地质体和矿体的成岩成矿年代 ,使成岩成矿年代互为限定 ,得到高质量的年代学数据。     

Parameters affecting maximum fluid transport in large aperture fractures

We present results of laboratory experiments to study the behavior of liquids moving in unsaturated wide-aperture fractures. A 5-mm-thick glass plate cut with a 1.7-mm aperture was used as a fractured rock analog to study behavior of film and capillary droplet flow modes. Flow rates ranged between 0.6 and 6.0 ml/min. Variability in the ambient barometric pressure, resulting from weather conditions, seemed to play a role in the natural selection of flow mode. For droplet mode, constant input conditions resulted in highly variable transport properties within the fracture. The advancing meniscus exhibited a dynamic contact angle that was a function of the droplet speed and much larger than the static contact angle. Flow rate was reduced due to the larger contact angle. Analytical expressions for droplet velocity and flow capacity are presented as a function of the dynamic rather than the static contact angle.     

A comparison of the evolution of diamondiferous quartz-rich rocks from the Saxonian Erzgebirge and the Kokchetav Massif: are so-called diamondiferous gneisses magmatic rocks?

The petrography and chemical composition of minerals of quartz-rich diamondiferous rocks from the Kokchetav Massif, especially the zonation of garnet, were studied and compared with diamondiferous quartzofeldspathic rocks from the Saxonian Erzgebirge. Many compositional and textural features were found to be similar. For instance, microdiamonds are enclosed systematically in a specific intermediate growth zone of garnet in these rocks. On the basis of experimental data, a magmatic scenario was constructed to check if the quartz-rich diamondiferous rocks are of magmatic origin. By this, the P-T paths, derived here for the Kokchetav rocks, and the textural observations it is concluded that the minerals of the diamondiferous rocks have crystallized from silicate melts. These melts originated by anatexis of deeply submerged metasediments (Erzgebirge: at T as high as 1200°C, Kokchetav Massif: at 50-100°C lower T) and ascended from at least 200 km depth. Relics of the pre-anatectic evolution are still present, for instance, as garnet cores. After ascent and emplacement of the magma in deep portions of thickened continental crust (Kokchetav Massif: 45-50 km close to 800°C, Erzgebirge: 55-60 km at 30-50°C lower T) considerable quantities of (white and/or dark) micas formed by peritectic reactions from melt. For instance, garnets could be resorbed at this stage and biotite grew instead. After the magmatic stage, retrogression took place much stronger in the Kokchetav Massif. This was accompanied by deformation transforming broadly the magmatic texture of quartz-rich diamondiferous rocks from the Kokchetav Massif to a gneissic texture.     

青藏铁路抛石路基的温度特性研究

铁路道渣和片石铺层的对流换热为多孔介质的热传导问题，根据多孔介质中流体热对流的连续性方程、动量方程和能量方程，应用伽辽金法导出了多孔介质对流换热的有限元公式，并对抛石路基和传统道渣路基在未来25a创温度变化进行了预报分析和比较．计算结果表明，在150cm的抛石厚度，片石直径为10cm，年温度较差30℃的倩况下，在路基中心线y＝一5m处，抛石路基下的冻土温度要比传统路基的温度低2．45℃，抛石路基有对其下面的冻土提供冷能的制冷作用，可以保证冻土路基的稳定．因此，推荐该种路基作为青藏铁路高温冻土区的路基结构，可以最大限度地保护冻土区的铁路．