新疆乌恰县乌拉根铅锌矿床地质地球化学特征及其成因探讨

在研究矿床的地质地球化学特征的基础上,对矿床成因进行了初步探讨,认为乌拉根铅锌矿床是产于中新生代盆地中的热卤水沉积铅锌矿床.其矿质来源主要是由热卤水溶液从深部带至沉积盆地,控制盆地生成和发展的同生断裂为矿液运移提供了通道,稳定下沉的次生盆地提供了良好的矿质沉积环境.     

CCSD HP-UHP变质岩石英脉和东海水晶中有机包裹体的发现及其意义

荧光显微镜下观察、激光拉曼和显微红外测试,首次在CCSDHP-UHP变质岩石英脉和东海水晶中发现了含有沥青和烃类的有机包裹体,进一步证实大别-苏鲁超高压变质带曾经历了快速的俯冲与折返过程,俯冲板块沉积物中的有机质未能充分地演化和成熟。俯冲板块在进变质过程中强烈脱水,释放出含烃流体,并被在板块抬升及其伴随的减压重结晶和退变质过程中形成的石英脉和水晶体所俘获。     

泥炭样品的AMS 14 C年龄测定: 全样、植物残体和孢粉浓缩物*

沉积物¹⁴ C的年龄测定一直是第四纪年代学研究的热点。文章对中国干旱、半干旱地区的内蒙古库伦泥炭剖面的泥炭全样、植物残体和孢粉浓缩物进行了AMS ¹⁴ C测年比较研究。从泥炭沉积物中提取用于AMS ¹⁴ C测年的孢粉浓缩物的关键步骤包括:过筛(125μm,63μm和10μm),重液浮选(比重1.9)及在180倍的体视显微镜下进行手工挑选。测年结果表明:孢粉浓缩物的测年值比同一层位的泥炭沉积物全样或植物残体的测年值老225~340年; 植物残体与孢粉浓缩物的测年结果较为接近。但是,距地表24~27cm处孢粉浓缩物给出了610~780A.D.的年龄值,远老于其下样点的年龄,而泥炭全样为现代样品,二者相差1255年,这可能与该样品孢粉纯度较低、掺杂有一些老碳物质燃烧后形成的微粒杂质有关。因此,提高孢粉纯度对孢粉浓缩物¹⁴ C测年至关重要。     

建立地震发射台的建议

目前地球上有成千上万个地震台，但它们都是接收地震波的地震台。建议建立一种新型的地震台，这种地震台用人工的方法不断地向外发射地震波，照亮需要研究地区的地下结构，研究特定的科学问题。建立地震发射台的核心问题是选择合适的人工震源，近年来出现的绿色环保震源，以及现代信息处理技术的发展，使得建立照亮10万km2(深至Moho面)地区地下结构的地震发射台已经完全是可能的。     

青藏高原东缘晚新生代大邑砾岩的 物源分析与水系变迁*

成都盆地晚新生代碎屑沉积物的快速堆积是青藏高原东缘强烈隆升的产物,同时为青藏高原东缘晚新生代的隆升提供了强有力的证据。文章以盆地底部的大邑砾岩作为研究切入点,详细研究了它的物源区,以深化对青藏高原东缘晚新生代隆升过程的理解。通过砾石成分统计、砂岩薄片鉴定、重矿物分析以及古流向恢复等方面的研究表明,成都盆地北部和南部的大邑砾岩分别受不同的物源区和河流所控制。其中北部的大邑砾岩受控于出口在都江堰南约4km处向南流的河流所控制,其物源区为玉堂镇以西、汶川-茂汶断裂以东的流域范围内。而南部的大邑砾岩则主要受向东流的古青衣江的控制,其物源区即为现代青衣江流域。大邑砾岩的物源分析表明晚新生代期间岷江和青衣江都曾发生河流改道。     

广东省某水电站上坝公路、进厂房公路地质灾害影响评估

通过对广东省某水电站公路两侧存在的地质灾害-滑坡进行稳定性分析,并结合区域地质情况对该电站上坝公路、进厂房公路两侧存在的地质灾害现状进行了评估;最后,对评估区进行了分区,同时针对不同分区提出不同的治理方案.     

Numerical simulation of groundwater flowing to horizontal seepage wells under a river

A horizontal seepage well, consisting of an interconnected vertical well, galleries, chambers and small-diameter radiating bores, is used to acquire relatively clean water that has been filtered through natural alluvial deposits in a riverbed. It has wide application, especially in arid and semi-arid areas. The lack of calculation formulae or models for horizontal seepage wells, up until now, has resulted in several false applications. Based on the analysis of groundwater flow characteristics, it has been concluded that several flow regimes coexist and hydraulic head loss exists in the horizontal seepage well. To avoid the difficulty of confirming the flux or head distribution in such a complex system, the model boundary of the whole horizontal seepage well has been moved to that of just the vertical well, and the well-aquifer system was treated as a heterogeneous medium, where the horizontal seepage well itself is a highly permeability medium. A mathematical model has been developed, based on the coupled seepage-pipe flow, by the introduction of equivalent hydraulic conductivity according to different flow regimes. Then a three-dimensional finite difference numerical model, based on the mathematical model, was developed and applied to a horizontal seepage well in China. The numerical model verified the groundwater flow characteristics of the horizontal seepage well. An erratum to this article can be found at     

不同量剂凹凸棒石粘土对镉污染菜地的修复实验

凹凸棒石具有较大的比表面积和超强的吸附性能,向土壤中施加一定量的凹凸棒石粘土,会使土壤中有毒重金属元素失去活性,并能有效地阻止其向农作物转移,确保农产品安全。本次试验,利用凹凸棒石粘土特有的物化性能,对八卦洲Cd含量超标的土壤进行了修复试验研究。结果表明,在Cd超标的土壤中施加适量的凹凸棒石粘土矿物,能使芦蒿中的Cd含量降低46%,并且土质及农产品的产量均没有受到不良影响。     

A new criterion for strength of frozen sand under quick triaxial compression considering effect of confining pressure

The strength of frozen soils has been one of the most extensively studied aspects in frozen soil mechanics. When carrying out deep excavations using freezing methods, high stress states are often encountered. Therefore, the strength of frozen soils under high confining pressures is of major concern. This paper first reviews the present failure criteria for frozen soils, especially with regard to the effect of confining pressure on the strength. It is suggested that the strength consists of two components, cohesion and friction, and can be expressed by the Mohr–Coulomb criterion and in the framework of the Drucker–Prager criterion. However, these two components are both dependent on the stress state. Duncan’s equation for the friction angle is extended to frozen soils. A frozen Lanzhou fine sand is taken as study subject. The frozen sand is compressed at a high strain rate under three different temperatures and under a wide range of confining pressure. Experimental results have confirmed the generally recognized principle that the strength increases with the confining pressure up to certain value. Thereafter, it decreases with continued increase in confining pressure. Experimental data from our own tests and literature are fitted to the new criterion, which shows its validity.     

高分辨率浅层人工地震勘探探测隐伏断裂实例

利用高分辨率浅层地震勘探反射波法探测了福建某火电厂场址内的隐伏断裂。结果表明断裂显示清楚,为一走向NE40~55°,上断点埋深为11 m和31 m,断距2~4 m的正断层,为工程避让提供较可靠的依据。