内蒙古陈巴尔虎旗谢尔塔拉铁锌矿床成矿流体演化与成矿作用

内蒙古谢尔塔拉铁锌矿床位于大兴安岭中段华力西期、燕山期成矿带上,是一个大中型的火山喷发沉积-热液富集型矿床。在对谢尔塔拉铁锌矿床的物质组成分析的基础上,着重对流体包裹体和稳定同位素进行分析,以此来研究该矿床的成矿流体演化和成矿作用。研究表明,从热液作用早期到中期,具有成矿温度递减、盐度升高的趋势,两者呈负相关变化,指示流体发生了沸腾作用;从热液作用中期到晚期,具有成矿温度递减、盐度降低的趋势,两者呈正相关变化,指示流体发生了混合作用。S、Pb、C、H、O同位素组成表明,金属物质主要来自赋矿岩石和下伏地层,同时还有深部岩浆物质的参与。成矿热液为大气降水补给加热的循环地下水和岩浆水组成的的混合流体,后期又有大量的大气降水补充,使得成矿流体与围岩发生了强烈的同位素交换。矿化和蚀变作用是在水/岩比值比较低的体系中进行的。谢尔塔拉铁锌矿床的成矿流体总体表现为中低温、低盐度、低密度的热液。构造热效应、地热梯度和多次的岩浆喷气热是驱动流体活化迁移的主要因素。构造体制转换使流体稳定体系发生改变,压力释放发生沸腾作用,造就铁、锌在有利位置富集成矿。     

ANSYS软件中修正剑桥模型的二次开发

ANSYS软件具有很强的非线性计算功能和前、后处理能力,是目前世界上最强大的通用分析程序之一。标准ANSYS程序中包含众多的材料本构模型,但尚缺少岩土工程数值计算中常用的修正剑桥模型。为扩展ANSYS在岩土工程领域的计算能力,利用二次开发工具UPFs和数据接口将修正剑桥模型连接到标准ANSYS程序中。二次开发的核心是本构模型子程序UMAT.F的编制。子程序的编写一方面要符合修正剑桥模型的本构关系式和弹塑性有限元计算的特点;另一方面变量名和输入输出格式必须和标准ANSYS程序一致。对二次开发后的ANSYS程序进行了典型算例的验证。结果表明,在ANSYS中加入修正剑桥模型的方法是可行的,可推广到ANSYS对于其他材料本构模型的二次开发中。     

甘肃省花海盆地土壤氡分布特征及控制因素研究

花海盆地位于甘肃省走廊盆地群西缘,是中国深部铀资源勘探的重要潜力区之一。根据对土壤氡气浓度信息提取和野外勘探钻探成果分析,花海盆地土壤氡浓度可分为东部正常场-偏高场氡晕和西部偏高-高场晕氡晕;下白垩统下沟组（K1x）砂岩层段为本区铀矿化有利层位,建议在西部、南部土壤氡气偏高-高场晕氡晕过渡带追索层铀矿化带,寻找有利靶区。     

基于GIS的云南哀牢山成矿带南段金矿资源预测研究

在分析云南哀牢山成矿带南段地质特征以及总结该区金矿成矿规律和综合信息找矿模型的基础上,运用“找矿信息量”法对该区金矿资源进行综合成矿预测,共圈定4处找矿远景区,其中A类远景区1个,B类远景区3个。     

Thermal conductivity measurements of road construction materials in frozen and unfrozen state

A series of thermal conductivity measurements for various materials was performed in a large climate chamber. The size of the chamber allowed the preparation of relatively large samples in a controlled thermal environment. Three types of thermal sensors were used: (1) two needle probes; (2) a grid of temperature sensors, evenly distributed inside the sample; (3) two additional thermal probes, which were simplified versions of an instrument originally developed for measuring thermal properties of the ice/dust mixture expected to exist at the surface of a comet nucleus. They consist of a series of individual temperature sensors integrated into a glass fibre rod. Each of these sensors can be operated in an active (heated) or passive (only temperature sensing) mode. The following sample materials were used: fine-grained reddish sand, coarse-grained moist sand, gravels with various grain size distributions from < 1 cm up to about 6 cm, and for comparison and calibration pure water (with convection suppressed by adding agar-agar), compact ice, and compact granite. Of particular interest are the measurements with composite samples, like stones embedded in an agar-agar matrix. We describe the evaluation methods and present the results of the thermal conductivity measurements.     

Fracture Characteristics and Heat Accumulation of Jixianian Carbonate Reservoirs in the Rongcheng Geothermal Field, Xiong’an New Area

Geothermal energy plays an important role in urban construction of the Xiong’an New Area. Geothermal reservoir fracture distribution of the Mesoproterozoic Jixianian Wumishan Formation (Fm.) carbonate reservoir in the Rongcheng geothermal field are evaluated based on FMI log from Wells D19 and D21. The results show carbonate reservoir fracture density of Well D19 is 15.2/100 m, greater than that of Well D21 with a value of 9.2/100 m. Reservoir porosity and permeability of Well D19 are better than that of Well D21, and the water saturation is bimodally distributed. The movable fluid volume ratio (BVM) of Well D19 is 2% to 8% with some zones exceeding 20%, while the value of Well D21 is less than 4%. Therefore, reservoir fractures in Well D19 are more conducive to fluid flow. Reservoir fractures have a similar occurrence to normal faults, indicating that the tensile stress field controlled the formation of such fractures. Developed reservoir fractures provide a good channel for groundwater convection. The circulation of regional groundwater and the heat exchange between water and rock and the multiple heat accumulation patterns form a stable and high potential heat reservoir in the Rongcheng geothermal field.     

航空重力弱信号提取的卡尔曼滤波方法研究

航空重力测量以飞机为载体对重力场数据进行采集.由于气流、飞行状态及机体自身振动等因素的影响,航空重力测量原始数据含有大量的噪声,信噪比高达上万级分之一,因此从原始测量数据中获取弱小重力信号成为航空重力测量系统发展的一个技术难题.本文针对航空重力测量系统将通用卡尔曼滤波公式进行了适应性调整,建立了航空重力异常的数学模型,...     

Migration Fractionation of Neutral Nitrogen Compounds of Crude Oils from Tabei Oilfield in the Tarim Basin, China

The absolute amounts and relative distributions of neutral nitrogen compounds in the Tabei oilfield (e. G. Blocks Ln1-Ln1 1) showed remarkable migration fractionation in the vertical direction. From Ordovician reservoirs (O) to oil legs TⅢ and T Ⅰ of Triassic reservoirs in blocks LN1-LN11, the concentrations of [a] [c] decreased from 1. 59μg/g, 0.49μg/g to 0.17 μg/g (oil). The ratios of various alkylcarbazole isomers, such as 1,8-dimethylcarbazole/nitrogenpartially shielded isomers and 1,8-dimethylcarbazole/nitrogen-exposed isomers, were adopted as the indicators of petroleum migration. The ratios increased from 0.13, 0.20 to 0.67 and from going from the south to the north of the Tabei oilfield, the absolute concentrations of neutral nitrogen compounds decreased drastically, and the nitrogen-shielded isomers were enriched relative to nitrogen-exposed isomers and nitrogen-partially shielded isomers. Crude oils in the Tabei oilfield migrated laterally from the Jilake structure to the Sangtamu fault uplift and Lunnan fault uplift, and crude oils in the same fault uplift migrated and remigrated vertically from Ordovician reservoirs, to oil legs TⅢ to TⅠ of Triassic reservoirs.     

Progressive evolution and failure behavior of a Holocene river-damming landslide in the SE Tibetan Plateau,China

This paper presents a study on an ancient river-damming landslide in the SE Tibet Plateau, China, with a focus on time-dependent gravitational creep leading to slope failure associated with progressive fragmentation during motion. Field investigation shows that the landslide, with an estimated volume of 4.9?×?10⁷ m³, is a translational toe buckling slide. Outcrops of landslide deposits, buckling, toe shear, residual landslide dam, and lacustrine sediments are distributed at the slope base. The landslide deposits formed a landslide dam over 60 m high and at one time blocked the Jinsha River. Optically stimulated luminescence dating for the lacustrine sediments indicates that the landslide occurred at least 2,600 years ago. To investigate the progressive evolution and failure behavior of the landslide, numerical simulations using the distinct element method are conducted. The results show that the evolution of the landslide could be divided into three stages: a time-dependent gravitational creep process, rapid failure, and granular flow deposition. It probably began as a long-term gravitationally induced buckling of amphibolite rock slabs along a weak interlayer composed of mica schist which was followed by progressive fragmentation during flow-like motion, evolving into a flow-like movement, which deposited sediments in the river valley. According to numerical modeling results, the rapid failure stage lasted 35 s from the onset of sudden failure to final deposition, with an estimated maximum movement rate of 26.8 m/s. The simulated topography is close to the post-landslide topography. Based on field investigation and numerical simulation, it can be found that the mica schist interlayer and bedding planes are responsible for the slope instability, while strong toe erosion caused by the Jinsha River caused the layered rock mass to buckle intensively. Rainfall or an earthquake cannot be ruled out as a potential trigger of the landslide, considering the climate condition and the seismic activity on centennial to millennial timescales in the study area.

     

A Top Pilot Tunnel Preconditioning Method for the Prevention of Extremely Intense Rockbursts in Deep Tunnels Excavated by TBMs

The headrace tunnels at the Jinping II Hydropower Station cross the Jinping Mountain with a maximum overburden depth of 2,525 m, where 80% of the strata along the tunnels consist of marble. A number of extremely intense rockbursts occurred during the excavation of the auxiliary tunnels and the drainage tunnel. In particular, a tunnel boring machine (TBM) was destroyed by an extremely intense rockburst in a 7.2-m-diameter drainage tunnel. Two of the four subsequent 12.4-m-diameter headrace tunnels will be excavated with larger size TBMs, where a high risk of extremely intense rockbursts exists. Herein, a top pilot tunnel preconditioning method is proposed to minimize this risk, in which a drilling and blasting method is first recommended for the top pilot tunnel excavation and support, and then the TBM excavation of the main tunnel is conducted. In order to evaluate the mechanical effectiveness of this method, numerical simulation analyses using the failure approaching index, energy release rate, and excess shear stress indices are carried out. Its construction feasibility is discussed as well. Moreover, a microseismic monitoring technique is used in the experimental tunnel section for the real-time monitoring of the microseismic activities of the rock mass in TBM excavation and for assessing the effect of the top pilot tunnel excavation in reducing the risk of rockbursts. This method is applied to two tunnel sections prone to extremely intense rockbursts and leads to a reduction in the risk of rockbursts in TBM excavation.